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You searched for subject:( en PILE SETTLEMENT). Showing records 1 – 30 of 37587 total matches.

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Pontifical Catholic University of Rio de Janeiro

1. ALEXANDER ZHEMCHUZHNIKOV. [en] COMPARATIVE ANALYSIS OF DIFFERENT METHODS OF SETTLEMENT PREDICTION OF PILE GROUP IN HOMOGENEOUS HALF SPACE.

Degree: 2011, Pontifical Catholic University of Rio de Janeiro

[pt] O objetivo desta dissertação foi proceder a uma avaliação e uma análise comparativa entre os diversos métodos empregados no cálculo do recalque de grupo… (more)

Subjects/Keywords: [pt] INTERACAO; [en] INTERACTION; [pt] RECALQUES; [en] SETTLEMENT; [pt] ESTACAS; [en] PILE

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

ZHEMCHUZHNIKOV, A. (2011). [en] COMPARATIVE ANALYSIS OF DIFFERENT METHODS OF SETTLEMENT PREDICTION OF PILE GROUP IN HOMOGENEOUS HALF SPACE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18739

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ZHEMCHUZHNIKOV, ALEXANDER. “[en] COMPARATIVE ANALYSIS OF DIFFERENT METHODS OF SETTLEMENT PREDICTION OF PILE GROUP IN HOMOGENEOUS HALF SPACE.” 2011. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18739.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ZHEMCHUZHNIKOV, ALEXANDER. “[en] COMPARATIVE ANALYSIS OF DIFFERENT METHODS OF SETTLEMENT PREDICTION OF PILE GROUP IN HOMOGENEOUS HALF SPACE.” 2011. Web. 21 Sep 2020.

Vancouver:

ZHEMCHUZHNIKOV A. [en] COMPARATIVE ANALYSIS OF DIFFERENT METHODS OF SETTLEMENT PREDICTION OF PILE GROUP IN HOMOGENEOUS HALF SPACE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2011. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18739.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ZHEMCHUZHNIKOV A. [en] COMPARATIVE ANALYSIS OF DIFFERENT METHODS OF SETTLEMENT PREDICTION OF PILE GROUP IN HOMOGENEOUS HALF SPACE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2011. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=18739

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Uppsala University

2. Lindström, Anna. Hur tolkas begreppet 'boplats'? : En studie med fokus på Alvastra pålbyggnad.

Degree: Archaeology and Ancient History, 2017, Uppsala University

  What the Middle Neolithic Alvastra pile dwelling in Östergötland, Sweden, was used for has been discussed since the site was discovered in early 20th century.… (more)

Subjects/Keywords: pile dwelling; settlement; interpretation; definition; Archaeology; Arkeologi

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APA (6th Edition):

Lindström, A. (2017). Hur tolkas begreppet 'boplats'? : En studie med fokus på Alvastra pålbyggnad. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-323874

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Lindström, Anna. “Hur tolkas begreppet 'boplats'? : En studie med fokus på Alvastra pålbyggnad.” 2017. Thesis, Uppsala University. Accessed September 21, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-323874.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Lindström, Anna. “Hur tolkas begreppet 'boplats'? : En studie med fokus på Alvastra pålbyggnad.” 2017. Web. 21 Sep 2020.

Vancouver:

Lindström A. Hur tolkas begreppet 'boplats'? : En studie med fokus på Alvastra pålbyggnad. [Internet] [Thesis]. Uppsala University; 2017. [cited 2020 Sep 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-323874.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Lindström A. Hur tolkas begreppet 'boplats'? : En studie med fokus på Alvastra pålbyggnad. [Thesis]. Uppsala University; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-323874

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

3. ISABELLA MAIA DE ALCANTARA. [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho consiste na determinação dos valores e da distrbuição dos módulos de elasticidade com a profundidade de maciços de solo estratificados através de… (more)

Subjects/Keywords: [pt] PROVAS DE CARGA INSTRUMENTADAS; [en] INSTRUMENTED PILE LOAD TEST; [pt] RECALQUE DE ESTACAS; [en] PILE SETTLEMENT; [pt] MODULOS DE ELASTICIDADE; [en] MODULUS OF ELASTICITY

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APA (6th Edition):

ALCANTARA, I. M. D. (2001). [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

ALCANTARA, ISABELLA MAIA DE. “[en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

ALCANTARA, ISABELLA MAIA DE. “[en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS.” 2001. Web. 21 Sep 2020.

Vancouver:

ALCANTARA IMD. [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

ALCANTARA IMD. [en] BACK-ANALYSIS OF INSTRUMENTED PILE LOAD TESTS FOR EVOLUATION OF THE YOUNG IS MODULUS OF SOME SOIL DEPOSITS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1524

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Durham University

4. Bement, R. A. P. Ground compaction due to vibrodriving of piles.

Degree: PhD, 1996, Durham University

 Civil engineering construction frequently requires the use of piles to carry structural loads to stronger ground strata or to control lateral ground movements. A variety… (more)

Subjects/Keywords: 624; Pile driving; Settlement; Vibration

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Bement, R. A. P. (1996). Ground compaction due to vibrodriving of piles. (Doctoral Dissertation). Durham University. Retrieved from http://etheses.dur.ac.uk/5182/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318052

Chicago Manual of Style (16th Edition):

Bement, R A P. “Ground compaction due to vibrodriving of piles.” 1996. Doctoral Dissertation, Durham University. Accessed September 21, 2020. http://etheses.dur.ac.uk/5182/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318052.

MLA Handbook (7th Edition):

Bement, R A P. “Ground compaction due to vibrodriving of piles.” 1996. Web. 21 Sep 2020.

Vancouver:

Bement RAP. Ground compaction due to vibrodriving of piles. [Internet] [Doctoral dissertation]. Durham University; 1996. [cited 2020 Sep 21]. Available from: http://etheses.dur.ac.uk/5182/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318052.

Council of Science Editors:

Bement RAP. Ground compaction due to vibrodriving of piles. [Doctoral Dissertation]. Durham University; 1996. Available from: http://etheses.dur.ac.uk/5182/ ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318052


Penn State University

5. Wu, Xinli. LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD .

Degree: 2011, Penn State University

 The pier-supported-raft foundation is a relatively new and effective foundation system commonly used to support high rise buildings. This research investigated the load transfer mechanism… (more)

Subjects/Keywords: settlement behavior; load transfer mechanism; foundation design; pile-supported-raft foundation; Pier-supported-raft foundation; raft load ratio; pile load ratio

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Wu, X. (2011). LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD . (Thesis). Penn State University. Retrieved from https://submit-etda.libraries.psu.edu/catalog/11741

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Wu, Xinli. “LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD .” 2011. Thesis, Penn State University. Accessed September 21, 2020. https://submit-etda.libraries.psu.edu/catalog/11741.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Wu, Xinli. “LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD .” 2011. Web. 21 Sep 2020.

Vancouver:

Wu X. LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD . [Internet] [Thesis]. Penn State University; 2011. [cited 2020 Sep 21]. Available from: https://submit-etda.libraries.psu.edu/catalog/11741.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Wu X. LOAD TRANSFER MECHANISM OF PIER-SUPPORTED-RAFT FOUNDATION SUBJECTED TO VERTICAL LOAD . [Thesis]. Penn State University; 2011. Available from: https://submit-etda.libraries.psu.edu/catalog/11741

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Delft University of Technology

6. Meijers, P. Settlement during vibratory sheet piling.

Degree: 2007, Delft University of Technology

 During vibratory sheet piling quite often the soil near the sheet pile wall will settle. In many cases this is not a problem. For situations… (more)

Subjects/Keywords: sheet pile; settlement; densification; building pit; cyclic triaxial test; CT01.30; Fundering en Bouwputten; CT01.31.11; risicobeheersing bouwputten; Delft Cluster

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APA (6th Edition):

Meijers, P. (2007). Settlement during vibratory sheet piling. (Doctoral Dissertation). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900

Chicago Manual of Style (16th Edition):

Meijers, P. “Settlement during vibratory sheet piling.” 2007. Doctoral Dissertation, Delft University of Technology. Accessed September 21, 2020. http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900.

MLA Handbook (7th Edition):

Meijers, P. “Settlement during vibratory sheet piling.” 2007. Web. 21 Sep 2020.

Vancouver:

Meijers P. Settlement during vibratory sheet piling. [Internet] [Doctoral dissertation]. Delft University of Technology; 2007. [cited 2020 Sep 21]. Available from: http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900.

Council of Science Editors:

Meijers P. Settlement during vibratory sheet piling. [Doctoral Dissertation]. Delft University of Technology; 2007. Available from: http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; urn:NBN:nl:ui:24-uuid:1be3ad18-4f31-4003-a3ad-444d87771900 ; http://resolver.tudelft.nl/uuid:1be3ad18-4f31-4003-a3ad-444d87771900


Pontifical Catholic University of Rio de Janeiro

7. CLEIDE JEANE RIBEIRO BACELAR. [en] A COMPUTER CODE FOR THE ANALYSIS OF VERTICALLY LOADED PILE GROUPS IN LAYERED SOILS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] O comportamento de grupos de estacas sob carregamento vertical estático, cêntrico, com bloco rígido ou flexível, em maciços estratificados, é investigado neste trabalho. O… (more)

Subjects/Keywords: [pt] GRUPOS DE ESTACAS; [en] PILE GROUPS; [es] GRUPOS DE ESTACAS; [pt] RECALQUES; [en] SETTLEMENT; [es] RECALQUES; [pt] MACICOS ESTRATIFICADOS; [en] STRATIFIED SOILS; [es] MACIZOS ESTRATIFICADOS

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

BACELAR, C. J. R. (2001). [en] A COMPUTER CODE FOR THE ANALYSIS OF VERTICALLY LOADED PILE GROUPS IN LAYERED SOILS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1252

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

BACELAR, CLEIDE JEANE RIBEIRO. “[en] A COMPUTER CODE FOR THE ANALYSIS OF VERTICALLY LOADED PILE GROUPS IN LAYERED SOILS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1252.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

BACELAR, CLEIDE JEANE RIBEIRO. “[en] A COMPUTER CODE FOR THE ANALYSIS OF VERTICALLY LOADED PILE GROUPS IN LAYERED SOILS.” 2001. Web. 21 Sep 2020.

Vancouver:

BACELAR CJR. [en] A COMPUTER CODE FOR THE ANALYSIS OF VERTICALLY LOADED PILE GROUPS IN LAYERED SOILS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1252.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

BACELAR CJR. [en] A COMPUTER CODE FOR THE ANALYSIS OF VERTICALLY LOADED PILE GROUPS IN LAYERED SOILS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1252

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

8. Barros, Nestor Benedito Fracasse de. Previsão de recalque e análise de confiabilidade de fundações em estacas hélice contínua.

Degree: Mestrado, Geotecnia, 2012, University of São Paulo

Esta dissertação apresenta uma avaliação do comportamento de estacas hélice contínua quanto à capacidade de carga, ao recalque e à segurança e confiabilidade, a partir… (more)

Subjects/Keywords: Capacidade de carga de estacas; Confiabilidade; Continuous flight auger pile; Estaca hélice contínua; Pile settlement; Pile ultimate capacity; Recalque de estacas; Reliability; Safety; Segurança

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Barros, N. B. F. d. (2012). Previsão de recalque e análise de confiabilidade de fundações em estacas hélice contínua. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-08112012-114222/ ;

Chicago Manual of Style (16th Edition):

Barros, Nestor Benedito Fracasse de. “Previsão de recalque e análise de confiabilidade de fundações em estacas hélice contínua.” 2012. Masters Thesis, University of São Paulo. Accessed September 21, 2020. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-08112012-114222/ ;.

MLA Handbook (7th Edition):

Barros, Nestor Benedito Fracasse de. “Previsão de recalque e análise de confiabilidade de fundações em estacas hélice contínua.” 2012. Web. 21 Sep 2020.

Vancouver:

Barros NBFd. Previsão de recalque e análise de confiabilidade de fundações em estacas hélice contínua. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2020 Sep 21]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-08112012-114222/ ;.

Council of Science Editors:

Barros NBFd. Previsão de recalque e análise de confiabilidade de fundações em estacas hélice contínua. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-08112012-114222/ ;


Vilnius Gediminas Technical University

9. Statkus, Tautvydas. Spraustinio giliojo standaus pamato pagrindo įtempių ir deformacijų būvis.

Degree: Master, Civil Enginering, 2014, Vilnius Gediminas Technical University

Baigiamajame magistro darbe nagrinėjami giliojo pamato, įsprausto į smėlinį gruntą, nuosėdžiai nuo pamato viršuje pridėtos apkrovos. Darbe apžvelgtos jėgos perdavimo pamato pagrindui, kontaktinių įtempių pasiskirstymo,… (more)

Subjects/Keywords: Trumpas polis; Nuosėdis; Deformacijų modulis; Bandymas; Analizė; Short pile; Settlement; Deformation modulus; Test; Analysis

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Statkus, Tautvydas. (2014). Spraustinio giliojo standaus pamato pagrindo įtempių ir deformacijų būvis. (Masters Thesis). Vilnius Gediminas Technical University. Retrieved from http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171141-90735 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

Statkus, Tautvydas. “Spraustinio giliojo standaus pamato pagrindo įtempių ir deformacijų būvis.” 2014. Masters Thesis, Vilnius Gediminas Technical University. Accessed September 21, 2020. http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171141-90735 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

Statkus, Tautvydas. “Spraustinio giliojo standaus pamato pagrindo įtempių ir deformacijų būvis.” 2014. Web. 21 Sep 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

Statkus, Tautvydas. Spraustinio giliojo standaus pamato pagrindo įtempių ir deformacijų būvis. [Internet] [Masters thesis]. Vilnius Gediminas Technical University; 2014. [cited 2020 Sep 21]. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171141-90735 ;.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

Statkus, Tautvydas. Spraustinio giliojo standaus pamato pagrindo įtempių ir deformacijų būvis. [Masters Thesis]. Vilnius Gediminas Technical University; 2014. Available from: http://vddb.laba.lt/obj/LT-eLABa-0001:E.02~2014~D_20140611_171141-90735 ;

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

10. Omer, J. R. Numerical analysis of test pile data from instrumented large diameter bored piles formed in keuper marl (Mercia mudstone).

Degree: PhD, 1998, University of South Wales

 A study of the behaviour of large diameter, bored, cast in-situ piles founded in Keuper marl (Mercia mudstone) is presented. The work is based on… (more)

Subjects/Keywords: 624.1; Load settlement prediction; Pile design

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Omer, J. R. (1998). Numerical analysis of test pile data from instrumented large diameter bored piles formed in keuper marl (Mercia mudstone). (Doctoral Dissertation). University of South Wales. Retrieved from https://pure.southwales.ac.uk/en/studentthesis/numerical-analysis-of-test-pile-data-from-instrumented-large-diameter-bored-piles-formed-in-keuper-marl-mercia-mudstone(83432ea4-65b1-42e7-a424-5bc917514189).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284895

Chicago Manual of Style (16th Edition):

Omer, J R. “Numerical analysis of test pile data from instrumented large diameter bored piles formed in keuper marl (Mercia mudstone).” 1998. Doctoral Dissertation, University of South Wales. Accessed September 21, 2020. https://pure.southwales.ac.uk/en/studentthesis/numerical-analysis-of-test-pile-data-from-instrumented-large-diameter-bored-piles-formed-in-keuper-marl-mercia-mudstone(83432ea4-65b1-42e7-a424-5bc917514189).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284895.

MLA Handbook (7th Edition):

Omer, J R. “Numerical analysis of test pile data from instrumented large diameter bored piles formed in keuper marl (Mercia mudstone).” 1998. Web. 21 Sep 2020.

Vancouver:

Omer JR. Numerical analysis of test pile data from instrumented large diameter bored piles formed in keuper marl (Mercia mudstone). [Internet] [Doctoral dissertation]. University of South Wales; 1998. [cited 2020 Sep 21]. Available from: https://pure.southwales.ac.uk/en/studentthesis/numerical-analysis-of-test-pile-data-from-instrumented-large-diameter-bored-piles-formed-in-keuper-marl-mercia-mudstone(83432ea4-65b1-42e7-a424-5bc917514189).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284895.

Council of Science Editors:

Omer JR. Numerical analysis of test pile data from instrumented large diameter bored piles formed in keuper marl (Mercia mudstone). [Doctoral Dissertation]. University of South Wales; 1998. Available from: https://pure.southwales.ac.uk/en/studentthesis/numerical-analysis-of-test-pile-data-from-instrumented-large-diameter-bored-piles-formed-in-keuper-marl-mercia-mudstone(83432ea4-65b1-42e7-a424-5bc917514189).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284895


Pontifical Catholic University of Rio de Janeiro

11. CLEIDE JEANE RIBEIRO BACELAR. [en] SETTLEMENT ANALYSES OF PILED RAFTS.

Degree: 2003, Pontifical Catholic University of Rio de Janeiro

[pt] O comportamento de radiers estaqueados submetidos a carregamento vertical é estudado nesse trabalho. O método de análise é baseado no método dos elementos finitos,… (more)

Subjects/Keywords: [pt] CAPACIDADE DE CARGA; [en] LOAD CAPACITY; [pt] FUNDACOES; [en] FOUNDATIONS; [pt] ESTACAS; [en] PILE; [pt] RADIER; [en] RAFT; [pt] RADIER ESTAQUEADO; [en] PILED RAFT; [pt] RECALQUE DIFERENCIAL; [en] DIFFERENTIAL SETTLEMENT; [pt] DISTORCAO ANGULAR; [en] ANGULAR DISTORTION

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

BACELAR, C. J. R. (2003). [en] SETTLEMENT ANALYSES OF PILED RAFTS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3957

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

BACELAR, CLEIDE JEANE RIBEIRO. “[en] SETTLEMENT ANALYSES OF PILED RAFTS.” 2003. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3957.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

BACELAR, CLEIDE JEANE RIBEIRO. “[en] SETTLEMENT ANALYSES OF PILED RAFTS.” 2003. Web. 21 Sep 2020.

Vancouver:

BACELAR CJR. [en] SETTLEMENT ANALYSES OF PILED RAFTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3957.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

BACELAR CJR. [en] SETTLEMENT ANALYSES OF PILED RAFTS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=3957

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

12. Bel, Justin. Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes : Study of the impact of tunneling with an EPB TBM on the surrounding buildings.

Degree: Docteur es, Génie Civil, 2018, Lyon

Le travail de thèse présenté dans ce mémoire vise à analyser et à comprendre les mécanismes mis en jeu au niveau de l’impact du creusement… (more)

Subjects/Keywords: Tunnel en terrain meuble; Tunnelier à front pressurisé; Tunnelier à pression de terre; Modélisation physique; Modèle réduit de laboratoire; Interaction tunnelier - sol - pieux; Interaction sol – structure; Fondations profondes; Barrières de protection; Paroi moulée; Cuvette de tassement; Pertes de volume; Tunneling in soft ground; Tunnel boring machine; Earth pressure balance machine; Model testing; Physical modelling; Tunnel-soil-pile interaction; Deep foundations; Pile foundation; Displacement profiles; Mitigation procedures; Diaphragm wall; Volume loss; Settlement through

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APA (6th Edition):

Bel, J. (2018). Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes : Study of the impact of tunneling with an EPB TBM on the surrounding buildings. (Doctoral Dissertation). Lyon. Retrieved from http://www.theses.fr/2018LYSET002

Chicago Manual of Style (16th Edition):

Bel, Justin. “Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes : Study of the impact of tunneling with an EPB TBM on the surrounding buildings.” 2018. Doctoral Dissertation, Lyon. Accessed September 21, 2020. http://www.theses.fr/2018LYSET002.

MLA Handbook (7th Edition):

Bel, Justin. “Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes : Study of the impact of tunneling with an EPB TBM on the surrounding buildings.” 2018. Web. 21 Sep 2020.

Vancouver:

Bel J. Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes : Study of the impact of tunneling with an EPB TBM on the surrounding buildings. [Internet] [Doctoral dissertation]. Lyon; 2018. [cited 2020 Sep 21]. Available from: http://www.theses.fr/2018LYSET002.

Council of Science Editors:

Bel J. Modélisation physique de l’impact du creusement d’un tunnel par tunnelier à front pressurisé sur des fondations profondes : Study of the impact of tunneling with an EPB TBM on the surrounding buildings. [Doctoral Dissertation]. Lyon; 2018. Available from: http://www.theses.fr/2018LYSET002


Brigham Young University

13. Kevan, Luke Ian. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand.

Degree: MS, 2017, Brigham Young University

 Deep foundations such as driven piles are often used to bypass liquefiable layers of soil and bear on more competent strata. When liquefaction occurs, the… (more)

Subjects/Keywords: Downdrag; Liquefaction; Neutral Plane; Driven Pile; Settlement; Static Load Test; CAPWAP analysis; AFT-Cell test; Civil and Environmental Engineering

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kevan, L. I. (2017). Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd

Chicago Manual of Style (16th Edition):

Kevan, Luke Ian. “Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand.” 2017. Masters Thesis, Brigham Young University. Accessed September 21, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd.

MLA Handbook (7th Edition):

Kevan, Luke Ian. “Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand.” 2017. Web. 21 Sep 2020.

Vancouver:

Kevan LI. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand. [Internet] [Masters thesis]. Brigham Young University; 2017. [cited 2020 Sep 21]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd.

Council of Science Editors:

Kevan LI. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Driven Piles in Sand. [Masters Thesis]. Brigham Young University; 2017. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=7966&context=etd


Brno University of Technology

14. Králík, Michal. Návrh založení dálničního mostu: The Design of Highway Bridge Foundations.

Degree: 2019, Brno University of Technology

 Topic of this master`s thesis is founding of the hightway bridge, which is located between Lipník and Bělotín. Thesis is aimed for creating shallow foundation… (more)

Subjects/Keywords: Založení mostu; patka; pilota; únosnost; sedání; odvodnění; Bridge foundation; shallow foundation; pile; bearing capacity; settlement; drainage

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Králík, M. (2019). Návrh založení dálničního mostu: The Design of Highway Bridge Foundations. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/137657

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Králík, Michal. “Návrh založení dálničního mostu: The Design of Highway Bridge Foundations.” 2019. Thesis, Brno University of Technology. Accessed September 21, 2020. http://hdl.handle.net/11012/137657.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Králík, Michal. “Návrh založení dálničního mostu: The Design of Highway Bridge Foundations.” 2019. Web. 21 Sep 2020.

Vancouver:

Králík M. Návrh založení dálničního mostu: The Design of Highway Bridge Foundations. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/11012/137657.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Králík M. Návrh založení dálničního mostu: The Design of Highway Bridge Foundations. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/137657

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

15. ROMULO CASTELLO HENRIQUES RIBEIRO. [en] APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES.

Degree: 2009, Pontifical Catholic University of Rio de Janeiro

[pt] Em análises geotécnicas, previsões de deformações ou de fatores de segurança são desenvolvidas com base em métodos determinísticos, que admitem como fixos e conhecidos… (more)

Subjects/Keywords: [pt] PROBABILIDADE; [en] PROBABILITY; [pt] ESTATISTICA; [en] STATISTICS; [pt] RECALQUES; [en] SETTLEMENT; [pt] FUNDACOES; [en] FOUNDATIONS; [pt] RUPTURA; [en] RUPTURE

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APA (6th Edition):

RIBEIRO, R. C. H. (2009). [en] APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12963

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

RIBEIRO, ROMULO CASTELLO HENRIQUES. “[en] APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES.” 2009. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12963.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

RIBEIRO, ROMULO CASTELLO HENRIQUES. “[en] APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES.” 2009. Web. 21 Sep 2020.

Vancouver:

RIBEIRO RCH. [en] APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12963.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

RIBEIRO RCH. [en] APLICATIONS OF PROBABILITY AND STATISTICS IN GEOTECHNICAL ANALYSES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2009. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12963

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

16. ZOU JIAN. Analysis of pile-soil-tunnel interaction.

Degree: 2003, National University of Singapore

Subjects/Keywords: Pile-soil-tunnel interaction; debonding; Finite Element analysis; dimensional method; superposition; tunnel settlement.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

JIAN, Z. (2003). Analysis of pile-soil-tunnel interaction. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13448

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

JIAN, ZOU. “Analysis of pile-soil-tunnel interaction.” 2003. Thesis, National University of Singapore. Accessed September 21, 2020. http://scholarbank.nus.edu.sg/handle/10635/13448.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

JIAN, ZOU. “Analysis of pile-soil-tunnel interaction.” 2003. Web. 21 Sep 2020.

Vancouver:

JIAN Z. Analysis of pile-soil-tunnel interaction. [Internet] [Thesis]. National University of Singapore; 2003. [cited 2020 Sep 21]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13448.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

JIAN Z. Analysis of pile-soil-tunnel interaction. [Thesis]. National University of Singapore; 2003. Available from: http://scholarbank.nus.edu.sg/handle/10635/13448

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

17. RAN XIA. Tunnel pile interaction in clay.

Degree: 2005, National University of Singapore

Subjects/Keywords: Centrifuge modeling; tunnel; pile; soil movement; bending moment; deflection; axial force; settlement.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

XIA, R. (2005). Tunnel pile interaction in clay. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/14490

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

XIA, RAN. “Tunnel pile interaction in clay.” 2005. Thesis, National University of Singapore. Accessed September 21, 2020. http://scholarbank.nus.edu.sg/handle/10635/14490.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

XIA, RAN. “Tunnel pile interaction in clay.” 2005. Web. 21 Sep 2020.

Vancouver:

XIA R. Tunnel pile interaction in clay. [Internet] [Thesis]. National University of Singapore; 2005. [cited 2020 Sep 21]. Available from: http://scholarbank.nus.edu.sg/handle/10635/14490.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

XIA R. Tunnel pile interaction in clay. [Thesis]. National University of Singapore; 2005. Available from: http://scholarbank.nus.edu.sg/handle/10635/14490

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Curtin University of Technology

18. Alkroosh, Iyad Salim Jabor. Modelling pile capacity and load-settlement behaviour of piles embedded in sand & mixed soils using artificial intelligence .

Degree: 2011, Curtin University of Technology

 This thesis presents the development of numerical models which are intended to be used to predict the bearing capacity and the load-settlement behaviour of pile(more)

Subjects/Keywords: numerical modelling techniques; artificial intelligence; modelling pile capacity; gene expression programming (GEP) and the artificial neural networks (ANNs); load-settlement behaviour of piles

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Alkroosh, I. S. J. (2011). Modelling pile capacity and load-settlement behaviour of piles embedded in sand & mixed soils using artificial intelligence . (Thesis). Curtin University of Technology. Retrieved from http://hdl.handle.net/20.500.11937/351

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Alkroosh, Iyad Salim Jabor. “Modelling pile capacity and load-settlement behaviour of piles embedded in sand & mixed soils using artificial intelligence .” 2011. Thesis, Curtin University of Technology. Accessed September 21, 2020. http://hdl.handle.net/20.500.11937/351.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Alkroosh, Iyad Salim Jabor. “Modelling pile capacity and load-settlement behaviour of piles embedded in sand & mixed soils using artificial intelligence .” 2011. Web. 21 Sep 2020.

Vancouver:

Alkroosh ISJ. Modelling pile capacity and load-settlement behaviour of piles embedded in sand & mixed soils using artificial intelligence . [Internet] [Thesis]. Curtin University of Technology; 2011. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/20.500.11937/351.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Alkroosh ISJ. Modelling pile capacity and load-settlement behaviour of piles embedded in sand & mixed soils using artificial intelligence . [Thesis]. Curtin University of Technology; 2011. Available from: http://hdl.handle.net/20.500.11937/351

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

19. Janočo, Martin. Návrh hlubinného založení domova seniorů v Plzni: Design of Deep Fundation of Elderly Care Home in Plzeň.

Degree: 2020, Brno University of Technology

 The objective of this bachelor’s thesis is design of pile foundation of a building in specific geological conditions. The design is based on engineering geology… (more)

Subjects/Keywords: bakalářská práce; hlubinné základy; vrtané piloty; eurokód 7; pilotové založení; domov seniorů v Plzni; mezní stavy; návrhový přístup 2; sedání piloty; mezní zatěžovací křivka; GEO5; Plaxis 2D; bachelor’s thesis; deep foundations; bored piles; eurocode 7; pile foundations; senior’s home in Plzeň; limit state; design approach 2; settlement of a pile; load-settlement curve; GEO5; Plaxis 2D

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Janočo, M. (2020). Návrh hlubinného založení domova seniorů v Plzni: Design of Deep Fundation of Elderly Care Home in Plzeň. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/62764

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Janočo, Martin. “Návrh hlubinného založení domova seniorů v Plzni: Design of Deep Fundation of Elderly Care Home in Plzeň.” 2020. Thesis, Brno University of Technology. Accessed September 21, 2020. http://hdl.handle.net/11012/62764.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Janočo, Martin. “Návrh hlubinného založení domova seniorů v Plzni: Design of Deep Fundation of Elderly Care Home in Plzeň.” 2020. Web. 21 Sep 2020.

Vancouver:

Janočo M. Návrh hlubinného založení domova seniorů v Plzni: Design of Deep Fundation of Elderly Care Home in Plzeň. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/11012/62764.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Janočo M. Návrh hlubinného založení domova seniorů v Plzni: Design of Deep Fundation of Elderly Care Home in Plzeň. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/62764

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

20. Blinková, Magdaléna. Založení stavby ve složitých základových poměrech: Foundation of the building in complex geotechnical conditions.

Degree: 2019, Brno University of Technology

The subject of this diploma thesis is the design of deep foundation highway bridge on D3 motorway in km 112.574, over Bošilecký stream and evaluation of geomorphological, geological and hydrogeological conditions and perform static calculation bridge foundation Advisors/Committee Members: Brdečková, Helena (advisor), Fiala, Radek (referee).

Subjects/Keywords: diplomová práce; dálniční most přes Bošilecký potok; hlubinné základy; vrtané piloty; eurokód 7; pilotové založení; artéský strop; mezní stavy; návrhový přístup 2; sedání piloty; mezní zatěžovací křivka; GEO5; diploma thesis; motorway bridge over Bošilecký stream; deep foundations; bored piles; eurocode 7; pile foundation; confining layer; limit states; design approach 2; settlement of a pile; load-settlement curve; GEO5

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APA (6th Edition):

Blinková, M. (2019). Založení stavby ve složitých základových poměrech: Foundation of the building in complex geotechnical conditions. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/64293

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Blinková, Magdaléna. “Založení stavby ve složitých základových poměrech: Foundation of the building in complex geotechnical conditions.” 2019. Thesis, Brno University of Technology. Accessed September 21, 2020. http://hdl.handle.net/11012/64293.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Blinková, Magdaléna. “Založení stavby ve složitých základových poměrech: Foundation of the building in complex geotechnical conditions.” 2019. Web. 21 Sep 2020.

Vancouver:

Blinková M. Založení stavby ve složitých základových poměrech: Foundation of the building in complex geotechnical conditions. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/11012/64293.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Blinková M. Založení stavby ve složitých základových poměrech: Foundation of the building in complex geotechnical conditions. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/64293

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

21. SHEN RUIFU. Negative skin friction on single piles and pile groups.

Degree: 2008, National University of Singapore

Subjects/Keywords: Negative skin friction; Dragload; Downdrag settlement; Single Pile; Pile group; Centrifuge model test; FEM

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

RUIFU, S. (2008). Negative skin friction on single piles and pile groups. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/16112

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

RUIFU, SHEN. “Negative skin friction on single piles and pile groups.” 2008. Thesis, National University of Singapore. Accessed September 21, 2020. http://scholarbank.nus.edu.sg/handle/10635/16112.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

RUIFU, SHEN. “Negative skin friction on single piles and pile groups.” 2008. Web. 21 Sep 2020.

Vancouver:

RUIFU S. Negative skin friction on single piles and pile groups. [Internet] [Thesis]. National University of Singapore; 2008. [cited 2020 Sep 21]. Available from: http://scholarbank.nus.edu.sg/handle/10635/16112.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

RUIFU S. Negative skin friction on single piles and pile groups. [Thesis]. National University of Singapore; 2008. Available from: http://scholarbank.nus.edu.sg/handle/10635/16112

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

22. CHIN JHIN THIAM. ANALYSIS OF PILES AND PILE GROUPS EMBEDDED IN A LAYERED HALF-SPACE.

Degree: 1989, National University of Singapore

Subjects/Keywords: Axial loads; bearing stratum; consolidation; downdrag force; negative skin friction; pile groups; pile settlement; socketted piles

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APA (6th Edition):

THIAM, C. J. (1989). ANALYSIS OF PILES AND PILE GROUPS EMBEDDED IN A LAYERED HALF-SPACE. (Thesis). National University of Singapore. Retrieved from https://scholarbank.nus.edu.sg/handle/10635/165554

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

THIAM, CHIN JHIN. “ANALYSIS OF PILES AND PILE GROUPS EMBEDDED IN A LAYERED HALF-SPACE.” 1989. Thesis, National University of Singapore. Accessed September 21, 2020. https://scholarbank.nus.edu.sg/handle/10635/165554.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

THIAM, CHIN JHIN. “ANALYSIS OF PILES AND PILE GROUPS EMBEDDED IN A LAYERED HALF-SPACE.” 1989. Web. 21 Sep 2020.

Vancouver:

THIAM CJ. ANALYSIS OF PILES AND PILE GROUPS EMBEDDED IN A LAYERED HALF-SPACE. [Internet] [Thesis]. National University of Singapore; 1989. [cited 2020 Sep 21]. Available from: https://scholarbank.nus.edu.sg/handle/10635/165554.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

THIAM CJ. ANALYSIS OF PILES AND PILE GROUPS EMBEDDED IN A LAYERED HALF-SPACE. [Thesis]. National University of Singapore; 1989. Available from: https://scholarbank.nus.edu.sg/handle/10635/165554

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Brno University of Technology

23. Fišman, David. Návrh hlubinného založení obytného domu ve Vsetíně: The Design of the Deep Foundation of the Apartment Building in Vsetín.

Degree: 2019, Brno University of Technology

 The topic of this bachelor thesis is optimal design of deep foundation of apartment building in flysch geology while respecting the static and economic aspects… (more)

Subjects/Keywords: Bakalářská práce; hlubinné zakládání; vrtané piloty; apartmánový dům; flyšová geologie; mezní zatěžovací křivka; sedání piloty; GEO5; Smath; Bachelor thesis; deep foundations; bored piles; apartment building; flysch geology; limit load-settlement curve; pile settlement; GEO5; Smath

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APA (6th Edition):

Fišman, D. (2019). Návrh hlubinného založení obytného domu ve Vsetíně: The Design of the Deep Foundation of the Apartment Building in Vsetín. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179624

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Fišman, David. “Návrh hlubinného založení obytného domu ve Vsetíně: The Design of the Deep Foundation of the Apartment Building in Vsetín.” 2019. Thesis, Brno University of Technology. Accessed September 21, 2020. http://hdl.handle.net/11012/179624.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Fišman, David. “Návrh hlubinného založení obytného domu ve Vsetíně: The Design of the Deep Foundation of the Apartment Building in Vsetín.” 2019. Web. 21 Sep 2020.

Vancouver:

Fišman D. Návrh hlubinného založení obytného domu ve Vsetíně: The Design of the Deep Foundation of the Apartment Building in Vsetín. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/11012/179624.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Fišman D. Návrh hlubinného založení obytného domu ve Vsetíně: The Design of the Deep Foundation of the Apartment Building in Vsetín. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179624

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

24. ERIC ARTHUR DE FREITAS PENEDO. [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] Esta dissertação apresenta os dados de um teste de carga instrumentado em um cais, enfatizando a importância da instrumentação de campo para melhor compreender… (more)

Subjects/Keywords: [pt] ELETRONIVEIS; [en] ELECTROLEVELS; [pt] INSTRUMENTACAO; [en] INSTRUMENTATION; [pt] PROVA DE CARGA; [en] LOAD TEST; [pt] GRUPO DE ESTACAS; [en] PILE GROUP

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APA (6th Edition):

PENEDO, E. A. D. F. (2018). [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

PENEDO, ERIC ARTHUR DE FREITAS. “[en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

PENEDO, ERIC ARTHUR DE FREITAS. “[en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE.” 2018. Web. 21 Sep 2020.

Vancouver:

PENEDO EADF. [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

PENEDO EADF. [en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

25. REBECCA PEZZODIPANE COBE. [en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] Este estudo analisa o caso de um aterro experimental construído em escala real ao lado de um estaqueamento, em um terreno composto por uma… (more)

Subjects/Keywords: [pt] SOLOS MOLES; [en] SOFT SOILS; [pt] ATERRO; [en] LANDFILL; [pt] SOBRECARGA ASSIMETRICA; [en] ASYMMETRIC SURCHARGES; [pt] DESLOCAMENTOS HORIZONTAIS EM ESTACAS; [en] PILE HORIZONTAL DISPLACEMENTS

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APA (6th Edition):

COBE, R. P. (2019). [en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36574

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

COBE, REBECCA PEZZODIPANE. “[en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36574.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

COBE, REBECCA PEZZODIPANE. “[en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES.” 2019. Web. 21 Sep 2020.

Vancouver:

COBE RP. [en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36574.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

COBE RP. [en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36574

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

26. [No author]. [pt] AVALIAÇÃO DA SOLICITAÇÃO LATERAL EM ESTACAS: ESTUDO PARAMÉTRICO A PARTIR DO CASO DO CONDOMÍNIO ANÊMONA, UBATUBA/SP.

Degree: 2020, Pontifical Catholic University of Rio de Janeiro

[pt] A constante expansão ocupacional de terrenos resulta na eventual construção sobre camadas de argila mole, o que requer a utilização de fundações em estacas… (more)

Subjects/Keywords: [pt] ARGILA MOLE; [en] SOFT CLAY; [pt] ESTACAS; [en] PILE; [pt] SOLICITACAO LATERAL; [en] LATERAL LOADING; [pt] MOMENTOS FLETORES; [en] BENDING MOMENTS

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APA (6th Edition):

author], [. (2020). [pt] AVALIAÇÃO DA SOLICITAÇÃO LATERAL EM ESTACAS: ESTUDO PARAMÉTRICO A PARTIR DO CASO DO CONDOMÍNIO ANÊMONA, UBATUBA/SP. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=47967

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

author], [No. “[pt] AVALIAÇÃO DA SOLICITAÇÃO LATERAL EM ESTACAS: ESTUDO PARAMÉTRICO A PARTIR DO CASO DO CONDOMÍNIO ANÊMONA, UBATUBA/SP.” 2020. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=47967.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

author], [No. “[pt] AVALIAÇÃO DA SOLICITAÇÃO LATERAL EM ESTACAS: ESTUDO PARAMÉTRICO A PARTIR DO CASO DO CONDOMÍNIO ANÊMONA, UBATUBA/SP.” 2020. Web. 21 Sep 2020.

Vancouver:

author] [. [pt] AVALIAÇÃO DA SOLICITAÇÃO LATERAL EM ESTACAS: ESTUDO PARAMÉTRICO A PARTIR DO CASO DO CONDOMÍNIO ANÊMONA, UBATUBA/SP. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2020. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=47967.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

author] [. [pt] AVALIAÇÃO DA SOLICITAÇÃO LATERAL EM ESTACAS: ESTUDO PARAMÉTRICO A PARTIR DO CASO DO CONDOMÍNIO ANÊMONA, UBATUBA/SP. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2020. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=47967

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Pontifical Catholic University of Rio de Janeiro

27. JUAN MANUEL GIRAO SOTOMAYOR. [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE.

Degree: 2015, Pontifical Catholic University of Rio de Janeiro

[pt] Este estudo avaliou a influência da inclusão de fibra de coco como reforço de solo. A fibra de coco utilizada foi obtida por processo… (more)

Subjects/Keywords: [pt] REFORCO DE SOLOS; [en] SOIL REINFORCEMENT; [pt] FIBRAS DE COCO; [en] COCONUT FIBER; [pt] ENSAIOS DE PLACA; [en] PLATE LOAD TESTS; [pt] COMPORTAMENTO CARGA-RECALQUE; [en] LOAD-SETTLEMENT BEHAVIOR

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APA (6th Edition):

SOTOMAYOR, J. M. G. (2015). [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

SOTOMAYOR, JUAN MANUEL GIRAO. “[en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE.” 2015. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 21, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

SOTOMAYOR, JUAN MANUEL GIRAO. “[en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE.” 2015. Web. 21 Sep 2020.

Vancouver:

SOTOMAYOR JMG. [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. [cited 2020 Sep 21]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

SOTOMAYOR JMG. [en] EVALUATION OF LOAD-SETTLEMENT BEHAVIOR OF COCONUT FIBERS REINFORCED SAND UNDER PLATE LOAD TESTS IN REAL SCALE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2015. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=25290

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

28. Hollenbaugh, Joseph Erick. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Auger-Cast Piles in Sand.

Degree: MS, 2014, Brigham Young University

 Deep foundations like auger-cast piles and drilled shafts frequently extend through liquefiable sand layers and bear on non-liquefiable layers at depth. When liquefaction occurs, the… (more)

Subjects/Keywords: liquefaction; downdrag; auger-cast piles; pile load test; settlement; drilled shafts; Civil and Environmental Engineering

…liquefaction occurs in a layer along the pile, settlement of that layer, and the associated movement… …of the soil above it, could exceed the settlement of the pile. If this is the case, the… …The neutral plane is the depth where the settlement of the pile equals the settlement of the… …settlement of the pile toe. Thus, the location of the neutral plane creates a force equilibrium… …based on the soil settlement and the pile settlement. 1 QT Settlement Non‐ liquefied Soil… 

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APA (6th Edition):

Hollenbaugh, J. E. (2014). Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Auger-Cast Piles in Sand. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6493&context=etd

Chicago Manual of Style (16th Edition):

Hollenbaugh, Joseph Erick. “Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Auger-Cast Piles in Sand.” 2014. Masters Thesis, Brigham Young University. Accessed September 21, 2020. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6493&context=etd.

MLA Handbook (7th Edition):

Hollenbaugh, Joseph Erick. “Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Auger-Cast Piles in Sand.” 2014. Web. 21 Sep 2020.

Vancouver:

Hollenbaugh JE. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Auger-Cast Piles in Sand. [Internet] [Masters thesis]. Brigham Young University; 2014. [cited 2020 Sep 21]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6493&context=etd.

Council of Science Editors:

Hollenbaugh JE. Full-Scale Testing of Blast-Induced Liquefaction Downdrag on Auger-Cast Piles in Sand. [Masters Thesis]. Brigham Young University; 2014. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=6493&context=etd


Brno University of Technology

29. Svobodová, Barbora. Statické řešení bytového domu: Statical design of residential house.

Degree: 2020, Brno University of Technology

 The master's thesis deals with static analysis of selected reinforced concrete elements of an apartment building. Specifically solved are the reinforced concrete slab of above-ground… (more)

Subjects/Keywords: Vnitřní síly; návrh výztuže; železobetonová deska; sloup; stěna; vrtaná pilota; schodiště; zatížení; sedání základu; založení.; Internal forces; design of reinforcement; reinforced concrete slab; column; load-bearing wall; bored pile; staircase; load; settlement of foundation; foundation.

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APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Svobodová, B. (2020). Statické řešení bytového domu: Statical design of residential house. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/57541

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Svobodová, Barbora. “Statické řešení bytového domu: Statical design of residential house.” 2020. Thesis, Brno University of Technology. Accessed September 21, 2020. http://hdl.handle.net/11012/57541.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Svobodová, Barbora. “Statické řešení bytového domu: Statical design of residential house.” 2020. Web. 21 Sep 2020.

Vancouver:

Svobodová B. Statické řešení bytového domu: Statical design of residential house. [Internet] [Thesis]. Brno University of Technology; 2020. [cited 2020 Sep 21]. Available from: http://hdl.handle.net/11012/57541.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Svobodová B. Statické řešení bytového domu: Statical design of residential house. [Thesis]. Brno University of Technology; 2020. Available from: http://hdl.handle.net/11012/57541

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

30. Verjux, Christian. Les structures en creux du site mésolithique d'Auneau "le Parc du Château" (Eure-et-Loir) : nouveau bilan et implications concernant le mode de vie des dernières populations de chasseurs-collecteurs en Europe : The Mesolithic pits at "Le Parc de Château" in Auneau (Eure-et-Loir - France) : a new report and its relationship with the latest European hunter-gatherer way of life.

Degree: Docteur es, Préhistoire. Éthnologie. Anthropologie, 2015, Paris 1

Ce travail s'appuie sur un nouveau bilan concernant les 70 structures en creux mésolithiques du site du « Parc du Château » à Auneau (Eure-et-Loir),… (more)

Subjects/Keywords: Mésolithique; Structure en creux; Stockage; Fruits à coque; Sédentarisation; Mesolithic; Hollow structure; Storage; Nuts; Settlement; 930.1

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APA (6th Edition):

Verjux, C. (2015). Les structures en creux du site mésolithique d'Auneau "le Parc du Château" (Eure-et-Loir) : nouveau bilan et implications concernant le mode de vie des dernières populations de chasseurs-collecteurs en Europe : The Mesolithic pits at "Le Parc de Château" in Auneau (Eure-et-Loir - France) : a new report and its relationship with the latest European hunter-gatherer way of life. (Doctoral Dissertation). Paris 1. Retrieved from http://www.theses.fr/2015PA010715

Chicago Manual of Style (16th Edition):

Verjux, Christian. “Les structures en creux du site mésolithique d'Auneau "le Parc du Château" (Eure-et-Loir) : nouveau bilan et implications concernant le mode de vie des dernières populations de chasseurs-collecteurs en Europe : The Mesolithic pits at "Le Parc de Château" in Auneau (Eure-et-Loir - France) : a new report and its relationship with the latest European hunter-gatherer way of life.” 2015. Doctoral Dissertation, Paris 1. Accessed September 21, 2020. http://www.theses.fr/2015PA010715.

MLA Handbook (7th Edition):

Verjux, Christian. “Les structures en creux du site mésolithique d'Auneau "le Parc du Château" (Eure-et-Loir) : nouveau bilan et implications concernant le mode de vie des dernières populations de chasseurs-collecteurs en Europe : The Mesolithic pits at "Le Parc de Château" in Auneau (Eure-et-Loir - France) : a new report and its relationship with the latest European hunter-gatherer way of life.” 2015. Web. 21 Sep 2020.

Vancouver:

Verjux C. Les structures en creux du site mésolithique d'Auneau "le Parc du Château" (Eure-et-Loir) : nouveau bilan et implications concernant le mode de vie des dernières populations de chasseurs-collecteurs en Europe : The Mesolithic pits at "Le Parc de Château" in Auneau (Eure-et-Loir - France) : a new report and its relationship with the latest European hunter-gatherer way of life. [Internet] [Doctoral dissertation]. Paris 1; 2015. [cited 2020 Sep 21]. Available from: http://www.theses.fr/2015PA010715.

Council of Science Editors:

Verjux C. Les structures en creux du site mésolithique d'Auneau "le Parc du Château" (Eure-et-Loir) : nouveau bilan et implications concernant le mode de vie des dernières populations de chasseurs-collecteurs en Europe : The Mesolithic pits at "Le Parc de Château" in Auneau (Eure-et-Loir - France) : a new report and its relationship with the latest European hunter-gatherer way of life. [Doctoral Dissertation]. Paris 1; 2015. Available from: http://www.theses.fr/2015PA010715

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