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You searched for subject:(At rest lateral earth pressure coefficient). Showing records 1 – 30 of 30293 total matches.

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Universidade do Rio Grande do Sul

1. Lavalle, Laura Vanessa Araque. Estudo da interação solo-concreto das estacas escavadas do campo experimental de Araquari.

Degree: 2017, Universidade do Rio Grande do Sul

Procurando diminuir as incertezas a respeito do comportamento de estacas em perfis arenosos, desenvolveu-se um campo experimental localizado em Araquari-SC, conduzido pela Universidade Federal do… (more)

Subjects/Keywords: Solo : Caracterização; Sand; Beta method; Solo arenoso; Ensaios de laboratório; Load tests; Soil pressure coefficient; Estacas escavadas; At rest lateral earth pressure coefficient; Prova de carga; Critical state

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

APA (6th Edition):

Lavalle, L. V. A. (2017). Estudo da interação solo-concreto das estacas escavadas do campo experimental de Araquari. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/163427

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):

Lavalle, Laura Vanessa Araque. “Estudo da interação solo-concreto das estacas escavadas do campo experimental de Araquari.” 2017. Thesis, Universidade do Rio Grande do Sul. Accessed January 24, 2021. http://hdl.handle.net/10183/163427.

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

MLA Handbook (7th Edition):

Lavalle, Laura Vanessa Araque. “Estudo da interação solo-concreto das estacas escavadas do campo experimental de Araquari.” 2017. Web. 24 Jan 2021.

Vancouver:

Lavalle LVA. Estudo da interação solo-concreto das estacas escavadas do campo experimental de Araquari. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2017. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10183/163427.

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

Council of Science Editors:

Lavalle LVA. Estudo da interação solo-concreto das estacas escavadas do campo experimental de Araquari. [Thesis]. Universidade do Rio Grande do Sul; 2017. Available from: http://hdl.handle.net/10183/163427

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

2. LORENA GOMES ABRANTES. [en] LABORATORY EVALUATION OF THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) OF A SATURATED-UNSATURATED COLLUVIUM.

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

[pt] Para o conhecimento do estado de tensão natural do solo, expresso pelo coeficiente de empuxo no repouso (k0), emprega-se a realização de ensaios de… (more)

Subjects/Keywords: [pt] SOLO NAO SATURADO; [en] UNSATURATED SOIL; [pt] SUCCAO; [en] SUCTION; [pt] SOLO COLUVIONAR; [en] COLLUVIUM SOIL; [pt] COEFICIENTE DE EMPUXO NO REPOUSO; [en] EARTH PRESSURE AT REST

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APA (6th Edition):

ABRANTES, L. G. (2019). [en] LABORATORY EVALUATION OF THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) OF A SATURATED-UNSATURATED COLLUVIUM. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=43232

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):

ABRANTES, LORENA GOMES. “[en] LABORATORY EVALUATION OF THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) OF A SATURATED-UNSATURATED COLLUVIUM.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 24, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=43232.

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

MLA Handbook (7th Edition):

ABRANTES, LORENA GOMES. “[en] LABORATORY EVALUATION OF THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) OF A SATURATED-UNSATURATED COLLUVIUM.” 2019. Web. 24 Jan 2021.

Vancouver:

ABRANTES LG. [en] LABORATORY EVALUATION OF THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) OF A SATURATED-UNSATURATED COLLUVIUM. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2021 Jan 24]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=43232.

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

Council of Science Editors:

ABRANTES LG. [en] LABORATORY EVALUATION OF THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) OF A SATURATED-UNSATURATED COLLUVIUM. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=43232

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


Texas A&M University

3. Hong, Gyeong Taek. Earth pressures and deformations in civil infrastructure in expansive soils.

Degree: PhD, Civil Engineering, 2008, Texas A&M University

 This dissertation includes the three major parts of the study: volume change, and lateral earth pressure due to suction change in expansive clay soils, and… (more)

Subjects/Keywords: Expansive Soils; Lateral earth pressure

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APA (6th Edition):

Hong, G. T. (2008). Earth pressures and deformations in civil infrastructure in expansive soils. (Doctoral Dissertation). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/85916

Chicago Manual of Style (16th Edition):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Doctoral Dissertation, Texas A&M University. Accessed January 24, 2021. http://hdl.handle.net/1969.1/85916.

MLA Handbook (7th Edition):

Hong, Gyeong Taek. “Earth pressures and deformations in civil infrastructure in expansive soils.” 2008. Web. 24 Jan 2021.

Vancouver:

Hong GT. Earth pressures and deformations in civil infrastructure in expansive soils. [Internet] [Doctoral dissertation]. Texas A&M University; 2008. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1969.1/85916.

Council of Science Editors:

Hong GT. Earth pressures and deformations in civil infrastructure in expansive soils. [Doctoral Dissertation]. Texas A&M University; 2008. Available from: http://hdl.handle.net/1969.1/85916


Robert Gordon University

4. Iyalla, Ibiyekariwaripiribo. Computational fluid dynamics modelling of pipeline on-bottom stability.

Degree: PhD, 2017, Robert Gordon University

 Subsea pipelines are subjected to wave and steady current loads which cause pipeline stability problems. Current knowledge and understanding on the pipeline on-bottom stability is… (more)

Subjects/Keywords: 620; Drag; Embedment; Hydrodynamic force; Lateral resistance; Lift; Passive resistance; Pipeline; Pressure coefficient; Scour; Stability

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APA (6th Edition):

Iyalla, I. (2017). Computational fluid dynamics modelling of pipeline on-bottom stability. (Doctoral Dissertation). Robert Gordon University. Retrieved from http://hdl.handle.net/10059/2721

Chicago Manual of Style (16th Edition):

Iyalla, Ibiyekariwaripiribo. “Computational fluid dynamics modelling of pipeline on-bottom stability.” 2017. Doctoral Dissertation, Robert Gordon University. Accessed January 24, 2021. http://hdl.handle.net/10059/2721.

MLA Handbook (7th Edition):

Iyalla, Ibiyekariwaripiribo. “Computational fluid dynamics modelling of pipeline on-bottom stability.” 2017. Web. 24 Jan 2021.

Vancouver:

Iyalla I. Computational fluid dynamics modelling of pipeline on-bottom stability. [Internet] [Doctoral dissertation]. Robert Gordon University; 2017. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10059/2721.

Council of Science Editors:

Iyalla I. Computational fluid dynamics modelling of pipeline on-bottom stability. [Doctoral Dissertation]. Robert Gordon University; 2017. Available from: http://hdl.handle.net/10059/2721

5. Rott Josef. Stanovení pórových tlaků kolemvýrubu s využitím skemptonových koeficientů .

Degree: 2013, Czech University of Technology

 V současném tunelovém stavitelství se nejen v České republice používá pro predikci chování stavby a statický návrh konstrukčních prvků matematické modelování. Je to obecně výrazný… (more)

Subjects/Keywords: Součinitel pórového tlaku A; B; Skempton; nasycení zeminy; dráha napětí; OCR; trojosá zkouška; součinitel překonsolidace; stlačitelnost; skelet; výpočetní algoritmus; součinitel bočního tlaku; řídící rovnice přírůstku napětí. Coefficient of pore pressure A; B; Skempton; saturation of soil; stress path; OCR; triaxial test; overconsolidation ratio; compressibility; skeleton; algorithm; coefficient of lateral earth pressure; governing function of stress increment.

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APA (6th Edition):

Josef, R. (2013). Stanovení pórových tlaků kolemvýrubu s využitím skemptonových koeficientů . (Thesis). Czech University of Technology. Retrieved from http://hdl.handle.net/10467/15485

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):

Josef, Rott. “Stanovení pórových tlaků kolemvýrubu s využitím skemptonových koeficientů .” 2013. Thesis, Czech University of Technology. Accessed January 24, 2021. http://hdl.handle.net/10467/15485.

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

MLA Handbook (7th Edition):

Josef, Rott. “Stanovení pórových tlaků kolemvýrubu s využitím skemptonových koeficientů .” 2013. Web. 24 Jan 2021.

Vancouver:

Josef R. Stanovení pórových tlaků kolemvýrubu s využitím skemptonových koeficientů . [Internet] [Thesis]. Czech University of Technology; 2013. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10467/15485.

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

Council of Science Editors:

Josef R. Stanovení pórových tlaků kolemvýrubu s využitím skemptonových koeficientů . [Thesis]. Czech University of Technology; 2013. Available from: http://hdl.handle.net/10467/15485

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

6. THAIANA ALVIM SILVA. [en] EVALUATION OF THE INFLUENCE OF MATRIC SUCTION AND DEGREE OF WEATHERING ON THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) IN RESIDUAL SOIL.

Degree: 2017, Pontifical Catholic University of Rio de Janeiro

[pt] A necessidade da determinação do comportamento tensão-deformação de solos sob carregamento para fins de projeto de Engenharia exige o conhecimento prévio do estado natural… (more)

Subjects/Keywords: [pt] SOLO NAO SATURADO; [en] UNSATURATED SOIL; [pt] SOLO RESIDUAL; [en] RESIDUAL SOIL; [pt] SUCCAO; [en] SUCTION; [pt] INTEMPERISMO; [en] WEATHERING; [pt] COEFICIENTE DE EMPUXO NO REPOUSO; [en] EARTH PRESSURE AT REST

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APA (6th Edition):

SILVA, T. A. (2017). [en] EVALUATION OF THE INFLUENCE OF MATRIC SUCTION AND DEGREE OF WEATHERING ON THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) IN RESIDUAL SOIL. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31407

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):

SILVA, THAIANA ALVIM. “[en] EVALUATION OF THE INFLUENCE OF MATRIC SUCTION AND DEGREE OF WEATHERING ON THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) IN RESIDUAL SOIL.” 2017. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed January 24, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31407.

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

MLA Handbook (7th Edition):

SILVA, THAIANA ALVIM. “[en] EVALUATION OF THE INFLUENCE OF MATRIC SUCTION AND DEGREE OF WEATHERING ON THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) IN RESIDUAL SOIL.” 2017. Web. 24 Jan 2021.

Vancouver:

SILVA TA. [en] EVALUATION OF THE INFLUENCE OF MATRIC SUCTION AND DEGREE OF WEATHERING ON THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) IN RESIDUAL SOIL. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. [cited 2021 Jan 24]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31407.

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

Council of Science Editors:

SILVA TA. [en] EVALUATION OF THE INFLUENCE OF MATRIC SUCTION AND DEGREE OF WEATHERING ON THE COEFFICIENT OF EARTH PRESSURE AT REST (K0) IN RESIDUAL SOIL. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2017. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=31407

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


Brno University of Technology

7. Kutálek, Jiří. Návrh mostu o jednom poli v Uherském Brodu: Design of the single span bridge in the town Uherský Brod.

Degree: 2019, Brno University of Technology

 The bachelor thesis aims to design a new version of the loadbearing structure for the existing bridge structure. The design was processed in two options,… (more)

Subjects/Keywords: Trámový most; předpjatý beton; rekonstrukce; beton; silniční most; koncový příčník; krátká konzola; klidový zemní tlak; beam bridge; prestressed concrete; renovation; concrete; road bridge; end beam; short cantilever; at-rest earth pressure

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APA (6th Edition):

Kutálek, J. (2019). Návrh mostu o jednom poli v Uherském Brodu: Design of the single span bridge in the town Uherský Brod. (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/179863

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):

Kutálek, Jiří. “Návrh mostu o jednom poli v Uherském Brodu: Design of the single span bridge in the town Uherský Brod.” 2019. Thesis, Brno University of Technology. Accessed January 24, 2021. http://hdl.handle.net/11012/179863.

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

MLA Handbook (7th Edition):

Kutálek, Jiří. “Návrh mostu o jednom poli v Uherském Brodu: Design of the single span bridge in the town Uherský Brod.” 2019. Web. 24 Jan 2021.

Vancouver:

Kutálek J. Návrh mostu o jednom poli v Uherském Brodu: Design of the single span bridge in the town Uherský Brod. [Internet] [Thesis]. Brno University of Technology; 2019. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/11012/179863.

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

Council of Science Editors:

Kutálek J. Návrh mostu o jednom poli v Uherském Brodu: Design of the single span bridge in the town Uherský Brod. [Thesis]. Brno University of Technology; 2019. Available from: http://hdl.handle.net/11012/179863

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

8. Γιαννόπουλος, Γεώργιος. Συμβολή στην ανάπτυξη μεθόδων αντίστροφης ανάλυσης σε προβλήματα γεωτεχνικής μηχανικής.

Degree: 2001, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Rapid progress in technology concerning computer programming affected civil engineering as well as other sciences. In the field of geotechnical engineering advanced soil models started… (more)

Subjects/Keywords: Αντίστροφη ανάλυση; Απευθείας ανάλυση; Ανάστροφη ανάλυση; Μεθοδος κατασκευής έργων; Συντελεστής ωθήσεων σε ηρεμία; Μέθοδοι αναζήτησης; Έργα αντιστήριξης; Σήραγγες; Back analysis; Direct back analysis; Inverse back analysis; Observational method; Coefficient of earth pressure at rest; Search methods; Retaining structures; Tunnels

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APA (6th Edition):

Γιαννόπουλος, . . (2001). Συμβολή στην ανάπτυξη μεθόδων αντίστροφης ανάλυσης σε προβλήματα γεωτεχνικής μηχανικής. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/15052

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):

Γιαννόπουλος, Γεώργιος. “Συμβολή στην ανάπτυξη μεθόδων αντίστροφης ανάλυσης σε προβλήματα γεωτεχνικής μηχανικής.” 2001. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed January 24, 2021. http://hdl.handle.net/10442/hedi/15052.

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

MLA Handbook (7th Edition):

Γιαννόπουλος, Γεώργιος. “Συμβολή στην ανάπτυξη μεθόδων αντίστροφης ανάλυσης σε προβλήματα γεωτεχνικής μηχανικής.” 2001. Web. 24 Jan 2021.

Vancouver:

Γιαννόπουλος . Συμβολή στην ανάπτυξη μεθόδων αντίστροφης ανάλυσης σε προβλήματα γεωτεχνικής μηχανικής. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2001. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10442/hedi/15052.

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

Council of Science Editors:

Γιαννόπουλος . Συμβολή στην ανάπτυξη μεθόδων αντίστροφης ανάλυσης σε προβλήματα γεωτεχνικής μηχανικής. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2001. Available from: http://hdl.handle.net/10442/hedi/15052

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


University of Michigan

9. Jirathanathaworn, Thaweesak. Development of Photoelastic Methods Towards Study of Mechanical Aging of 2-Dimensional Granular Assemblies.

Degree: PhD, Civil Engineering, 2009, University of Michigan

 Phototelasticity is a well-known method for experimental stress analysis of solid transparent materials. It has commonly been used to measure stresses from the analysis of… (more)

Subjects/Keywords: Photoelastic Sensors; Aging of Sand; 2D Granular Assemblies; Horizontal Stress; Coefficient of Lateral Earth Pressure; Particle Reaarangement; Chemical Engineering; Engineering

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

APA (6th Edition):

Jirathanathaworn, T. (2009). Development of Photoelastic Methods Towards Study of Mechanical Aging of 2-Dimensional Granular Assemblies. (Doctoral Dissertation). University of Michigan. Retrieved from http://hdl.handle.net/2027.42/64779

Chicago Manual of Style (16th Edition):

Jirathanathaworn, Thaweesak. “Development of Photoelastic Methods Towards Study of Mechanical Aging of 2-Dimensional Granular Assemblies.” 2009. Doctoral Dissertation, University of Michigan. Accessed January 24, 2021. http://hdl.handle.net/2027.42/64779.

MLA Handbook (7th Edition):

Jirathanathaworn, Thaweesak. “Development of Photoelastic Methods Towards Study of Mechanical Aging of 2-Dimensional Granular Assemblies.” 2009. Web. 24 Jan 2021.

Vancouver:

Jirathanathaworn T. Development of Photoelastic Methods Towards Study of Mechanical Aging of 2-Dimensional Granular Assemblies. [Internet] [Doctoral dissertation]. University of Michigan; 2009. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2027.42/64779.

Council of Science Editors:

Jirathanathaworn T. Development of Photoelastic Methods Towards Study of Mechanical Aging of 2-Dimensional Granular Assemblies. [Doctoral Dissertation]. University of Michigan; 2009. Available from: http://hdl.handle.net/2027.42/64779


Brigham Young University

10. Nasr, Mo'oud. Numerical Analysis of the Effectiveness of Limited Width Gravel Backfills in Increasing Lateral Passive Resistance.

Degree: MS, 2010, Brigham Young University

 Two series of static full-scale lateral pile cap tests were conducted on pile caps with different aspect ratios, with full width (homogeneous) and limited width… (more)

Subjects/Keywords: abutment; gravel; compacted fill; passive force; lateral earth pressure; Civil and Environmental Engineering

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APA (6th Edition):

Nasr, M. (2010). Numerical Analysis of the Effectiveness of Limited Width Gravel Backfills in Increasing Lateral Passive Resistance. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3529&context=etd

Chicago Manual of Style (16th Edition):

Nasr, Mo'oud. “Numerical Analysis of the Effectiveness of Limited Width Gravel Backfills in Increasing Lateral Passive Resistance.” 2010. Masters Thesis, Brigham Young University. Accessed January 24, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3529&context=etd.

MLA Handbook (7th Edition):

Nasr, Mo'oud. “Numerical Analysis of the Effectiveness of Limited Width Gravel Backfills in Increasing Lateral Passive Resistance.” 2010. Web. 24 Jan 2021.

Vancouver:

Nasr M. Numerical Analysis of the Effectiveness of Limited Width Gravel Backfills in Increasing Lateral Passive Resistance. [Internet] [Masters thesis]. Brigham Young University; 2010. [cited 2021 Jan 24]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3529&context=etd.

Council of Science Editors:

Nasr M. Numerical Analysis of the Effectiveness of Limited Width Gravel Backfills in Increasing Lateral Passive Resistance. [Masters Thesis]. Brigham Young University; 2010. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=3529&context=etd


Delft University of Technology

11. Hopman, P.T. (author). An investigation of the overlapping passive zones using a novel geotechnical centrifuge model.

Degree: 2016, Delft University of Technology

 To improve the design of soil retaining walls in narrow trenches, a design optimization tool is introduced by Hosseinzadeh and Joosse (2015). This design optimisation… (more)

Subjects/Keywords: passive earth pressure coefficient; sheet pile; retaining wall; overlapping passive zones; intensification factor; centrifuge modelling

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APA (6th Edition):

Hopman, P. T. (. (2016). An investigation of the overlapping passive zones using a novel geotechnical centrifuge model. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00

Chicago Manual of Style (16th Edition):

Hopman, P T (author). “An investigation of the overlapping passive zones using a novel geotechnical centrifuge model.” 2016. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00.

MLA Handbook (7th Edition):

Hopman, P T (author). “An investigation of the overlapping passive zones using a novel geotechnical centrifuge model.” 2016. Web. 24 Jan 2021.

Vancouver:

Hopman PT(. An investigation of the overlapping passive zones using a novel geotechnical centrifuge model. [Internet] [Masters thesis]. Delft University of Technology; 2016. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00.

Council of Science Editors:

Hopman PT(. An investigation of the overlapping passive zones using a novel geotechnical centrifuge model. [Masters Thesis]. Delft University of Technology; 2016. Available from: http://resolver.tudelft.nl/uuid:0b82577d-ad7d-4ee0-8e05-0dfa70b2fe00

12. Guo, Jiaying. Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors .

Degree: 2016, University of Ottawa

Lateral earth pressures (LEP) that arise due to backfill on retaining structures are typically determined by extending the principles of saturated soil mechanics. However, there… (more)

Subjects/Keywords: Expansive soils; Retaining structures; Lateral earth pressure

…Variation of matric suction; (b) Lateral swelling pressure; (c) At-rest earth… …x28;a) Saturated at-rest earth pressure; (b) Additional swelling pressure due… …x28;a) At-rest earth pressure; (b) Active earth pressure; (c)… …distributions under wetting and saturated conditions: (a) At-rest earth pressure; (b… …94 PROPOSED APPROACH FOR PREDICTING LATERAL EARTH PRESSURE......... 94 4.1 Introduction… 

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

APA (6th Edition):

Guo, J. (2016). Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/34858

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):

Guo, Jiaying. “Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors .” 2016. Thesis, University of Ottawa. Accessed January 24, 2021. http://hdl.handle.net/10393/34858.

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

MLA Handbook (7th Edition):

Guo, Jiaying. “Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors .” 2016. Web. 24 Jan 2021.

Vancouver:

Guo J. Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10393/34858.

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

Council of Science Editors:

Guo J. Framework of Estimation of the Lateral Earth Pressure on Retaining Structures with Expansive and Non-expansive Soils as Backfill Material Considering the Influence of Environmental Factors . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/34858

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


Iowa State University

13. Keltner, Lance David. Permeability and lateral earth pressure in granular backfill against bridge abutments.

Degree: 2015, Iowa State University

 In bridge abutment design, Wisconsin DOT assumes the granular backfill material used behind bridge abutments as free-draining and no hydrostatic pressures are applied on the… (more)

Subjects/Keywords: Civil Engineering (Geotechnical Engineering); Civil Engineering; Geotechnical Engineering; Abutment; Drainage; Lateral Earth Pressure; Numerical Modeling; Permeability; Civil Engineering; Geotechnical Engineering

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

APA (6th Edition):

Keltner, L. D. (2015). Permeability and lateral earth pressure in granular backfill against bridge abutments. (Thesis). Iowa State University. Retrieved from https://lib.dr.iastate.edu/etd/14392

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):

Keltner, Lance David. “Permeability and lateral earth pressure in granular backfill against bridge abutments.” 2015. Thesis, Iowa State University. Accessed January 24, 2021. https://lib.dr.iastate.edu/etd/14392.

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

MLA Handbook (7th Edition):

Keltner, Lance David. “Permeability and lateral earth pressure in granular backfill against bridge abutments.” 2015. Web. 24 Jan 2021.

Vancouver:

Keltner LD. Permeability and lateral earth pressure in granular backfill against bridge abutments. [Internet] [Thesis]. Iowa State University; 2015. [cited 2021 Jan 24]. Available from: https://lib.dr.iastate.edu/etd/14392.

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

Council of Science Editors:

Keltner LD. Permeability and lateral earth pressure in granular backfill against bridge abutments. [Thesis]. Iowa State University; 2015. Available from: https://lib.dr.iastate.edu/etd/14392

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


Delft University of Technology

14. Kampshof, G. (author). Tube-Cell combiwall.

Degree: 2014, Delft University of Technology

Quay walls are costly structures. The still growing sea transport market asks for more, bigger and more cost efficient quay walls. In this research, a… (more)

Subjects/Keywords: quay wall; passive earth pressure; laterally loaded pile; pile row; wedge failure; ultimate lateral soil resistance; lateral soil stiffness; influence of vertical load on lateral soil resistance; local buckling; strain based design verification

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APA (6th Edition):

Kampshof, G. (. (2014). Tube-Cell combiwall. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38

Chicago Manual of Style (16th Edition):

Kampshof, G (author). “Tube-Cell combiwall.” 2014. Masters Thesis, Delft University of Technology. Accessed January 24, 2021. http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38.

MLA Handbook (7th Edition):

Kampshof, G (author). “Tube-Cell combiwall.” 2014. Web. 24 Jan 2021.

Vancouver:

Kampshof G(. Tube-Cell combiwall. [Internet] [Masters thesis]. Delft University of Technology; 2014. [cited 2021 Jan 24]. Available from: http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38.

Council of Science Editors:

Kampshof G(. Tube-Cell combiwall. [Masters Thesis]. Delft University of Technology; 2014. Available from: http://resolver.tudelft.nl/uuid:21a0eb07-95b5-4722-af9c-2c398ef41f38


University of Notre Dame

15. Amy Libardi. Tribological and Thermal Properties of Ionic Liquids</h1>.

Degree: Aerospace and Mechanical Engineering, 2012, University of Notre Dame

  Increasing the efficiency of existing refrigeration systems is possible if a new alternative refrigerant can be selected. An ideal refrigerant would be CO2 because… (more)

Subjects/Keywords: ionic liquids; pressure coefficient of viscosity; lubrication; pressure-viscosity coefficient

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APA (6th Edition):

Libardi, A. (2012). Tribological and Thermal Properties of Ionic Liquids</h1>. (Thesis). University of Notre Dame. Retrieved from https://curate.nd.edu/show/s7526972d49

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):

Libardi, Amy. “Tribological and Thermal Properties of Ionic Liquids</h1>.” 2012. Thesis, University of Notre Dame. Accessed January 24, 2021. https://curate.nd.edu/show/s7526972d49.

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

MLA Handbook (7th Edition):

Libardi, Amy. “Tribological and Thermal Properties of Ionic Liquids</h1>.” 2012. Web. 24 Jan 2021.

Vancouver:

Libardi A. Tribological and Thermal Properties of Ionic Liquids</h1>. [Internet] [Thesis]. University of Notre Dame; 2012. [cited 2021 Jan 24]. Available from: https://curate.nd.edu/show/s7526972d49.

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

Council of Science Editors:

Libardi A. Tribological and Thermal Properties of Ionic Liquids</h1>. [Thesis]. University of Notre Dame; 2012. Available from: https://curate.nd.edu/show/s7526972d49

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


Brigham Young University

16. Franke, Bryan William. Passive Force on Skewed Abutments with Mechanically Stabilized Earth (MSE) Wingwalls Based on Large-Scale Tests.

Degree: MS, 2013, Brigham Young University

 Passive force-deflection behavior for densely compacted backfills must be considered in bridge design to ensure adequate resistance to both seismic and thermally induced forces. Current… (more)

Subjects/Keywords: passive force; bridge abutment; large-scale; skew; pile cap; lateral resistance; backwall pressure; MSE wingwalls; mechanically stabilized earth; PYCAP; Abutment; inclinometer; shape array; Civil and Environmental Engineering

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APA (6th Edition):

Franke, B. W. (2013). Passive Force on Skewed Abutments with Mechanically Stabilized Earth (MSE) Wingwalls Based on Large-Scale Tests. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4908&context=etd

Chicago Manual of Style (16th Edition):

Franke, Bryan William. “Passive Force on Skewed Abutments with Mechanically Stabilized Earth (MSE) Wingwalls Based on Large-Scale Tests.” 2013. Masters Thesis, Brigham Young University. Accessed January 24, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4908&context=etd.

MLA Handbook (7th Edition):

Franke, Bryan William. “Passive Force on Skewed Abutments with Mechanically Stabilized Earth (MSE) Wingwalls Based on Large-Scale Tests.” 2013. Web. 24 Jan 2021.

Vancouver:

Franke BW. Passive Force on Skewed Abutments with Mechanically Stabilized Earth (MSE) Wingwalls Based on Large-Scale Tests. [Internet] [Masters thesis]. Brigham Young University; 2013. [cited 2021 Jan 24]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4908&context=etd.

Council of Science Editors:

Franke BW. Passive Force on Skewed Abutments with Mechanically Stabilized Earth (MSE) Wingwalls Based on Large-Scale Tests. [Masters Thesis]. Brigham Young University; 2013. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=4908&context=etd


George Mason University

17. Bhattarai, Tshreya. Using Force Sensing Resistor to Evaluate Lateral Earth Pressure Distribution Between Closely Spaced Geosynthetic Reinforcements .

Degree: George Mason University

 Mechanically stabilized earth (MSE) structures have been in use around the world for many years and are constructed with a variety of reinforcement types and… (more)

Subjects/Keywords: geotextiles; lateral earth pressure distribution; force sensing receptors; closely spaced reinforcements

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

APA (6th Edition):

Bhattarai, T. (n.d.). Using Force Sensing Resistor to Evaluate Lateral Earth Pressure Distribution Between Closely Spaced Geosynthetic Reinforcements . (Thesis). George Mason University. Retrieved from http://hdl.handle.net/1920/10922

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Bhattarai, Tshreya. “Using Force Sensing Resistor to Evaluate Lateral Earth Pressure Distribution Between Closely Spaced Geosynthetic Reinforcements .” Thesis, George Mason University. Accessed January 24, 2021. http://hdl.handle.net/1920/10922.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Bhattarai, Tshreya. “Using Force Sensing Resistor to Evaluate Lateral Earth Pressure Distribution Between Closely Spaced Geosynthetic Reinforcements .” Web. 24 Jan 2021.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Bhattarai T. Using Force Sensing Resistor to Evaluate Lateral Earth Pressure Distribution Between Closely Spaced Geosynthetic Reinforcements . [Internet] [Thesis]. George Mason University; [cited 2021 Jan 24]. Available from: http://hdl.handle.net/1920/10922.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Bhattarai T. Using Force Sensing Resistor to Evaluate Lateral Earth Pressure Distribution Between Closely Spaced Geosynthetic Reinforcements . [Thesis]. George Mason University; Available from: http://hdl.handle.net/1920/10922

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


KTH

18. Carlstedt, Emelie. Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS.

Degree: Structural Design and Bridges, 2008, KTH

Bro 2004, BV Bro and the Eurocodes give guidelines for how to consider earth pressure induced by change in temperature and braking forces when… (more)

Subjects/Keywords: backwall; passive earth pressure; PLAXIS; interface coefficient; ändskärm; passivt jordtryck; PLAXIS; gränsskikt

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APA (6th Edition):

Carlstedt, E. (2008). Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36798

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):

Carlstedt, Emelie. “Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS.” 2008. Thesis, KTH. Accessed January 24, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36798.

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

MLA Handbook (7th Edition):

Carlstedt, Emelie. “Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS.” 2008. Web. 24 Jan 2021.

Vancouver:

Carlstedt E. Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS. [Internet] [Thesis]. KTH; 2008. [cited 2021 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36798.

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

Council of Science Editors:

Carlstedt E. Soil‐structure interaction for bridges with backwalls : FE‐analysis using PLAXIS. [Thesis]. KTH; 2008. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36798

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

19. Indgaard, Jo Forseth. The Effects of Different Earth Pressure Coefficient at Rest in Triaxial Shear Tests on Clay.

Degree: Soil and Rock Mechanics, 2017, KTH

  Triaxial shear test is the most accurate test for deciding the undrained shear strength of clay. In every test the ratio between the horizontal… (more)

Subjects/Keywords: Clay; Triaxial Shear Tests; Earth Pressure Coefficient; Geotechnical Engineering; Geoteknik

earth pressure at rest for total stresses − K 00 Coefficient of earth pressure at rest for… …Pressure at Rest The term coefficient of earth pressure at rest, K 0 , is defined as the… …pore pressure u is subtracted and the effective coefficient of earth pressure at rest K 00 is… …effective pressure (σ0v0 ) and earth pressure coefficient (K 00 ) is the only… …x5D;). 16 3.3 The rest time illustrated in a NTNU-plot for K 00 at 0,6 (blue)… 

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APA (6th Edition):

Indgaard, J. F. (2017). The Effects of Different Earth Pressure Coefficient at Rest in Triaxial Shear Tests on Clay. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-228544

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):

Indgaard, Jo Forseth. “The Effects of Different Earth Pressure Coefficient at Rest in Triaxial Shear Tests on Clay.” 2017. Thesis, KTH. Accessed January 24, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-228544.

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

MLA Handbook (7th Edition):

Indgaard, Jo Forseth. “The Effects of Different Earth Pressure Coefficient at Rest in Triaxial Shear Tests on Clay.” 2017. Web. 24 Jan 2021.

Vancouver:

Indgaard JF. The Effects of Different Earth Pressure Coefficient at Rest in Triaxial Shear Tests on Clay. [Internet] [Thesis]. KTH; 2017. [cited 2021 Jan 24]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-228544.

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

Council of Science Editors:

Indgaard JF. The Effects of Different Earth Pressure Coefficient at Rest in Triaxial Shear Tests on Clay. [Thesis]. KTH; 2017. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-228544

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


Cape Peninsula University of Technology

20. Ntamba Ntamba, Butteur Mulumba. Non-Newtonian pressure loss and discharge coefficients for short square-edged orifices plates .

Degree: 2011, Cape Peninsula University of Technology

 Despite the extensive research work carried out on flow through short square-edged orifice plates over the last century (e.g. Johansen, 1930; Benedict, 1977; Alvi et… (more)

Subjects/Keywords: Non-Newtonian fluids; Fluid mechanics; Turbulence; Pressure; Pressure loss coefficient; Discharge coefficient

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APA (6th Edition):

Ntamba Ntamba, B. M. (2011). Non-Newtonian pressure loss and discharge coefficients for short square-edged orifices plates . (Thesis). Cape Peninsula University of Technology. Retrieved from http://etd.cput.ac.za/handle/20.500.11838/1252

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):

Ntamba Ntamba, Butteur Mulumba. “Non-Newtonian pressure loss and discharge coefficients for short square-edged orifices plates .” 2011. Thesis, Cape Peninsula University of Technology. Accessed January 24, 2021. http://etd.cput.ac.za/handle/20.500.11838/1252.

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

MLA Handbook (7th Edition):

Ntamba Ntamba, Butteur Mulumba. “Non-Newtonian pressure loss and discharge coefficients for short square-edged orifices plates .” 2011. Web. 24 Jan 2021.

Vancouver:

Ntamba Ntamba BM. Non-Newtonian pressure loss and discharge coefficients for short square-edged orifices plates . [Internet] [Thesis]. Cape Peninsula University of Technology; 2011. [cited 2021 Jan 24]. Available from: http://etd.cput.ac.za/handle/20.500.11838/1252.

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

Council of Science Editors:

Ntamba Ntamba BM. Non-Newtonian pressure loss and discharge coefficients for short square-edged orifices plates . [Thesis]. Cape Peninsula University of Technology; 2011. Available from: http://etd.cput.ac.za/handle/20.500.11838/1252

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


Montana State University

21. Hartsog, William Smith. A general solution for active and passive earth pressures.

Degree: MS, College of Engineering, 1968, Montana State University

Subjects/Keywords: Earth pressure.

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APA (6th Edition):

Hartsog, W. S. (1968). A general solution for active and passive earth pressures. (Masters Thesis). Montana State University. Retrieved from https://scholarworks.montana.edu/xmlui/handle/1/5322

Chicago Manual of Style (16th Edition):

Hartsog, William Smith. “A general solution for active and passive earth pressures.” 1968. Masters Thesis, Montana State University. Accessed January 24, 2021. https://scholarworks.montana.edu/xmlui/handle/1/5322.

MLA Handbook (7th Edition):

Hartsog, William Smith. “A general solution for active and passive earth pressures.” 1968. Web. 24 Jan 2021.

Vancouver:

Hartsog WS. A general solution for active and passive earth pressures. [Internet] [Masters thesis]. Montana State University; 1968. [cited 2021 Jan 24]. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5322.

Council of Science Editors:

Hartsog WS. A general solution for active and passive earth pressures. [Masters Thesis]. Montana State University; 1968. Available from: https://scholarworks.montana.edu/xmlui/handle/1/5322

22. 松永, 裕平. 指向性マイクロホンを用いた圧力脈波計の評価と活用性 : EVALUATION AND PRACTICAL USE NATURE OF THE PRESSURE PULSE WAVE METER USING A DIRECTIONAL MICROPHONE.

Degree: 2013, Hosei University / 法政大学

 This paper describes a novel sensor device, a pressure pulse wave meter, which uses a directional condenser microphone. Currently aging is becoming a serious social… (more)

Subjects/Keywords: Directional condenser microphone; Pressure pulse wave meter; Correlation coefficient; Blood pressure

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APA (6th Edition):

松永, . (2013). 指向性マイクロホンを用いた圧力脈波計の評価と活用性 : EVALUATION AND PRACTICAL USE NATURE OF THE PRESSURE PULSE WAVE METER USING A DIRECTIONAL MICROPHONE. (Thesis). Hosei University / 法政大学. Retrieved from http://hdl.handle.net/10114/8702

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):

松永, 裕平. “指向性マイクロホンを用いた圧力脈波計の評価と活用性 : EVALUATION AND PRACTICAL USE NATURE OF THE PRESSURE PULSE WAVE METER USING A DIRECTIONAL MICROPHONE.” 2013. Thesis, Hosei University / 法政大学. Accessed January 24, 2021. http://hdl.handle.net/10114/8702.

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

MLA Handbook (7th Edition):

松永, 裕平. “指向性マイクロホンを用いた圧力脈波計の評価と活用性 : EVALUATION AND PRACTICAL USE NATURE OF THE PRESSURE PULSE WAVE METER USING A DIRECTIONAL MICROPHONE.” 2013. Web. 24 Jan 2021.

Vancouver:

松永 . 指向性マイクロホンを用いた圧力脈波計の評価と活用性 : EVALUATION AND PRACTICAL USE NATURE OF THE PRESSURE PULSE WAVE METER USING A DIRECTIONAL MICROPHONE. [Internet] [Thesis]. Hosei University / 法政大学; 2013. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/10114/8702.

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

Council of Science Editors:

松永 . 指向性マイクロホンを用いた圧力脈波計の評価と活用性 : EVALUATION AND PRACTICAL USE NATURE OF THE PRESSURE PULSE WAVE METER USING A DIRECTIONAL MICROPHONE. [Thesis]. Hosei University / 法政大学; 2013. Available from: http://hdl.handle.net/10114/8702

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


Universidade do Rio Grande do Norte

23. Araújo, Arthur Gomes Dantas de. Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia .

Degree: 2013, Universidade do Rio Grande do Norte

 An experimental study has been conducted to investigate the behavior of continuous flight auger (cfa) bored piles and metalic driven H-section piles under lateral loading… (more)

Subjects/Keywords: Coeficiente de reação horizontal. Curva p-y. Carregamento lateral. Areia; Horizontal coefficient of subgrade reaction. P-y curve. Lateral loading. Sand

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APA (6th Edition):

Araújo, A. G. D. d. (2013). Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia . (Masters Thesis). Universidade do Rio Grande do Norte. Retrieved from http://repositorio.ufrn.br/handle/123456789/14852

Chicago Manual of Style (16th Edition):

Araújo, Arthur Gomes Dantas de. “Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia .” 2013. Masters Thesis, Universidade do Rio Grande do Norte. Accessed January 24, 2021. http://repositorio.ufrn.br/handle/123456789/14852.

MLA Handbook (7th Edition):

Araújo, Arthur Gomes Dantas de. “Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia .” 2013. Web. 24 Jan 2021.

Vancouver:

Araújo AGDd. Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia . [Internet] [Masters thesis]. Universidade do Rio Grande do Norte; 2013. [cited 2021 Jan 24]. Available from: http://repositorio.ufrn.br/handle/123456789/14852.

Council of Science Editors:

Araújo AGDd. Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia . [Masters Thesis]. Universidade do Rio Grande do Norte; 2013. Available from: http://repositorio.ufrn.br/handle/123456789/14852


Universidade Estadual de Campinas

24. Burgo, Thiago Augusto de Lima, 1984-. Triboeletrização de polímeros dielétricos : mosaicos macroscópicos de carga e seus efeitos sobre as forças de atrito em interfaces: Triboelectrification of dielectric polymers : macroscopic mosaics of charge and its effects on friction forces at interfaces.

Degree: 2013, Universidade Estadual de Campinas

 Abstract: Tribocharged polymers display macroscopically patterned positive and negative domains, verifying the fractal geometry of electrostatic mosaics previously detected by electric probe microscopy. Using suitable… (more)

Subjects/Keywords: Triboeletrização; Portadores de carga; Coeficiente de atrito; Adesão; Microscopia de força lateral; Tribolectrification; Charge carriers; Friction coefficient; Adhesion; Lateral force microscopy

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

APA (6th Edition):

Burgo, Thiago Augusto de Lima, 1. (2013). Triboeletrização de polímeros dielétricos : mosaicos macroscópicos de carga e seus efeitos sobre as forças de atrito em interfaces: Triboelectrification of dielectric polymers : macroscopic mosaics of charge and its effects on friction forces at interfaces. (Thesis). Universidade Estadual de Campinas. Retrieved from http://repositorio.unicamp.br/jspui/handle/REPOSIP/250320

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):

Burgo, Thiago Augusto de Lima, 1984-. “Triboeletrização de polímeros dielétricos : mosaicos macroscópicos de carga e seus efeitos sobre as forças de atrito em interfaces: Triboelectrification of dielectric polymers : macroscopic mosaics of charge and its effects on friction forces at interfaces.” 2013. Thesis, Universidade Estadual de Campinas. Accessed January 24, 2021. http://repositorio.unicamp.br/jspui/handle/REPOSIP/250320.

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

MLA Handbook (7th Edition):

Burgo, Thiago Augusto de Lima, 1984-. “Triboeletrização de polímeros dielétricos : mosaicos macroscópicos de carga e seus efeitos sobre as forças de atrito em interfaces: Triboelectrification of dielectric polymers : macroscopic mosaics of charge and its effects on friction forces at interfaces.” 2013. Web. 24 Jan 2021.

Vancouver:

Burgo, Thiago Augusto de Lima 1. Triboeletrização de polímeros dielétricos : mosaicos macroscópicos de carga e seus efeitos sobre as forças de atrito em interfaces: Triboelectrification of dielectric polymers : macroscopic mosaics of charge and its effects on friction forces at interfaces. [Internet] [Thesis]. Universidade Estadual de Campinas; 2013. [cited 2021 Jan 24]. Available from: http://repositorio.unicamp.br/jspui/handle/REPOSIP/250320.

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

Council of Science Editors:

Burgo, Thiago Augusto de Lima 1. Triboeletrização de polímeros dielétricos : mosaicos macroscópicos de carga e seus efeitos sobre as forças de atrito em interfaces: Triboelectrification of dielectric polymers : macroscopic mosaics of charge and its effects on friction forces at interfaces. [Thesis]. Universidade Estadual de Campinas; 2013. Available from: http://repositorio.unicamp.br/jspui/handle/REPOSIP/250320

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


Universidade do Rio Grande do Norte

25. Araújo, Arthur Gomes Dantas de. Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia .

Degree: 2013, Universidade do Rio Grande do Norte

 An experimental study has been conducted to investigate the behavior of continuous flight auger (cfa) bored piles and metalic driven H-section piles under lateral loading… (more)

Subjects/Keywords: Coeficiente de reação horizontal. Curva p-y. Carregamento lateral. Areia; Horizontal coefficient of subgrade reaction. P-y curve. Lateral loading. Sand

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

APA (6th Edition):

Araújo, A. G. D. d. (2013). Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia . (Thesis). Universidade do Rio Grande do Norte. Retrieved from http://repositorio.ufrn.br/handle/123456789/14852

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):

Araújo, Arthur Gomes Dantas de. “Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia .” 2013. Thesis, Universidade do Rio Grande do Norte. Accessed January 24, 2021. http://repositorio.ufrn.br/handle/123456789/14852.

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

MLA Handbook (7th Edition):

Araújo, Arthur Gomes Dantas de. “Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia .” 2013. Web. 24 Jan 2021.

Vancouver:

Araújo AGDd. Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia . [Internet] [Thesis]. Universidade do Rio Grande do Norte; 2013. [cited 2021 Jan 24]. Available from: http://repositorio.ufrn.br/handle/123456789/14852.

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

Council of Science Editors:

Araújo AGDd. Provas de carga estática com carregamento lateral em estacas escavadas hélice contínua e cravadas metálicas em areia . [Thesis]. Universidade do Rio Grande do Norte; 2013. Available from: http://repositorio.ufrn.br/handle/123456789/14852

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


Brigham Young University

26. Adsero, Matthew E. Impact of Jet Grouting on the Lateral Strength of Soil Surrounding Driven Pile Foundations.

Degree: MS, 2008, Brigham Young University

 Jet grouting was used to strengthen the soft soil surrounding the piles and the pile cap of two full-scale driven pile foundations. Soilcrete columns, created… (more)

Subjects/Keywords: jet grout; soilcrete; bridge; foundation; lateral; resistance; strength; Rankine; passive; earth pressure; adhesion; seismic; retrofit; soil improvement; Civil and Environmental Engineering

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

APA (6th Edition):

Adsero, M. E. (2008). Impact of Jet Grouting on the Lateral Strength of Soil Surrounding Driven Pile Foundations. (Masters Thesis). Brigham Young University. Retrieved from https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2377&context=etd

Chicago Manual of Style (16th Edition):

Adsero, Matthew E. “Impact of Jet Grouting on the Lateral Strength of Soil Surrounding Driven Pile Foundations.” 2008. Masters Thesis, Brigham Young University. Accessed January 24, 2021. https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2377&context=etd.

MLA Handbook (7th Edition):

Adsero, Matthew E. “Impact of Jet Grouting on the Lateral Strength of Soil Surrounding Driven Pile Foundations.” 2008. Web. 24 Jan 2021.

Vancouver:

Adsero ME. Impact of Jet Grouting on the Lateral Strength of Soil Surrounding Driven Pile Foundations. [Internet] [Masters thesis]. Brigham Young University; 2008. [cited 2021 Jan 24]. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2377&context=etd.

Council of Science Editors:

Adsero ME. Impact of Jet Grouting on the Lateral Strength of Soil Surrounding Driven Pile Foundations. [Masters Thesis]. Brigham Young University; 2008. Available from: https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2377&context=etd

27. -1483-8459. Experimental and numerical investigation of integral/semi-integral bridge abutments for Texas conditions.

Degree: MSin Engineering, Civil Engineering, 2018, University of Texas – Austin

 Integral abutment bridges (IAB), which are characterized by a lack of thermal expansion joints and bearings, expand into and contract away from retained backfill at(more)

Subjects/Keywords: Integral bridge; Geotechnical engineering; Semi-integral bridge; Lateral earth pressure; Settlement; Thermal; Movement

…18 Figure 9: Lateral earth pressure distribution on integral abutment backwall (a… …25 Figure 13: Lateral earth pressure distribution acting upon 8 ft abutment backwall… …locations and lateral earth pressure distribution on stiffened steel wall for most forward… …80 Figure 36: Pressure cell locations and lateral earth pressure distribution on… …87 Figure 40: Pressure cell locations and lateral earth pressure distribution on… 

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

APA (6th Edition):

-1483-8459. (2018). Experimental and numerical investigation of integral/semi-integral bridge abutments for Texas conditions. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/68148

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

Chicago Manual of Style (16th Edition):

-1483-8459. “Experimental and numerical investigation of integral/semi-integral bridge abutments for Texas conditions.” 2018. Masters Thesis, University of Texas – Austin. Accessed January 24, 2021. http://hdl.handle.net/2152/68148.

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

MLA Handbook (7th Edition):

-1483-8459. “Experimental and numerical investigation of integral/semi-integral bridge abutments for Texas conditions.” 2018. Web. 24 Jan 2021.

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

Vancouver:

-1483-8459. Experimental and numerical investigation of integral/semi-integral bridge abutments for Texas conditions. [Internet] [Masters thesis]. University of Texas – Austin; 2018. [cited 2021 Jan 24]. Available from: http://hdl.handle.net/2152/68148.

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

Council of Science Editors:

-1483-8459. Experimental and numerical investigation of integral/semi-integral bridge abutments for Texas conditions. [Masters Thesis]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/68148

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

28. Wongthep, Padipat. Etude du régime d'écoulement du fluide dans le jeu d'un ensemble piston-cylindre en vue de l'optimisation du calcul du coefficient de déformation. : The study of the fluid flow in the piston-cylinder assembly gap for optimizing the deformation coefficient calculation.

Degree: Docteur es, Mécanique, 2013, Paris, ENSAM

Les balances manométriques sont utilisées en métrologie des pressions statiques.Des projets européens tel qu'Euromet 463 ont mis en évidence des écarts systématiques entreles mesures expérimentales… (more)

Subjects/Keywords: Balance de pression; Ensemble piston-cylindre; Coefficient de déformation; Pressure balance; Pisto-cylinder unit; Pressure distortion coefficient

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

APA (6th Edition):

Wongthep, P. (2013). Etude du régime d'écoulement du fluide dans le jeu d'un ensemble piston-cylindre en vue de l'optimisation du calcul du coefficient de déformation. : The study of the fluid flow in the piston-cylinder assembly gap for optimizing the deformation coefficient calculation. (Doctoral Dissertation). Paris, ENSAM. Retrieved from http://www.theses.fr/2013ENAM0041

Chicago Manual of Style (16th Edition):

Wongthep, Padipat. “Etude du régime d'écoulement du fluide dans le jeu d'un ensemble piston-cylindre en vue de l'optimisation du calcul du coefficient de déformation. : The study of the fluid flow in the piston-cylinder assembly gap for optimizing the deformation coefficient calculation.” 2013. Doctoral Dissertation, Paris, ENSAM. Accessed January 24, 2021. http://www.theses.fr/2013ENAM0041.

MLA Handbook (7th Edition):

Wongthep, Padipat. “Etude du régime d'écoulement du fluide dans le jeu d'un ensemble piston-cylindre en vue de l'optimisation du calcul du coefficient de déformation. : The study of the fluid flow in the piston-cylinder assembly gap for optimizing the deformation coefficient calculation.” 2013. Web. 24 Jan 2021.

Vancouver:

Wongthep P. Etude du régime d'écoulement du fluide dans le jeu d'un ensemble piston-cylindre en vue de l'optimisation du calcul du coefficient de déformation. : The study of the fluid flow in the piston-cylinder assembly gap for optimizing the deformation coefficient calculation. [Internet] [Doctoral dissertation]. Paris, ENSAM; 2013. [cited 2021 Jan 24]. Available from: http://www.theses.fr/2013ENAM0041.

Council of Science Editors:

Wongthep P. Etude du régime d'écoulement du fluide dans le jeu d'un ensemble piston-cylindre en vue de l'optimisation du calcul du coefficient de déformation. : The study of the fluid flow in the piston-cylinder assembly gap for optimizing the deformation coefficient calculation. [Doctoral Dissertation]. Paris, ENSAM; 2013. Available from: http://www.theses.fr/2013ENAM0041


Freie Universität Berlin

29. Miokovic, Tanja. Muskel Atrophie der postero-lateralen Hüft- und Beinmuskulatur und die Wirksamkeit von zwei verschiedenen Gegenmaßnahmen mit der Verhinderung von Muskelschwund bei längerer Bettruhe.

Degree: 2015, Freie Universität Berlin

 Als Teil der Berlin Bed Rest Study (BBR) und 2. Berlin Bed Rest Study (BBR2-2), wurden die Charakteristika der Muskel Atrophie der postero-lateralen Hüft -und… (more)

Subjects/Keywords: atrophy; bed rest; muscle volume; countermeasure exercise; postero-lateral hip; lower-limb; 600 Technik, Medizin, angewandte Wissenschaften::610 Medizin und Gesundheit

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

APA (6th Edition):

Miokovic, T. (2015). Muskel Atrophie der postero-lateralen Hüft- und Beinmuskulatur und die Wirksamkeit von zwei verschiedenen Gegenmaßnahmen mit der Verhinderung von Muskelschwund bei längerer Bettruhe. (Thesis). Freie Universität Berlin. Retrieved from http://dx.doi.org/10.17169/refubium-11292

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):

Miokovic, Tanja. “Muskel Atrophie der postero-lateralen Hüft- und Beinmuskulatur und die Wirksamkeit von zwei verschiedenen Gegenmaßnahmen mit der Verhinderung von Muskelschwund bei längerer Bettruhe.” 2015. Thesis, Freie Universität Berlin. Accessed January 24, 2021. http://dx.doi.org/10.17169/refubium-11292.

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

MLA Handbook (7th Edition):

Miokovic, Tanja. “Muskel Atrophie der postero-lateralen Hüft- und Beinmuskulatur und die Wirksamkeit von zwei verschiedenen Gegenmaßnahmen mit der Verhinderung von Muskelschwund bei längerer Bettruhe.” 2015. Web. 24 Jan 2021.

Vancouver:

Miokovic T. Muskel Atrophie der postero-lateralen Hüft- und Beinmuskulatur und die Wirksamkeit von zwei verschiedenen Gegenmaßnahmen mit der Verhinderung von Muskelschwund bei längerer Bettruhe. [Internet] [Thesis]. Freie Universität Berlin; 2015. [cited 2021 Jan 24]. Available from: http://dx.doi.org/10.17169/refubium-11292.

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

Council of Science Editors:

Miokovic T. Muskel Atrophie der postero-lateralen Hüft- und Beinmuskulatur und die Wirksamkeit von zwei verschiedenen Gegenmaßnahmen mit der Verhinderung von Muskelschwund bei längerer Bettruhe. [Thesis]. Freie Universität Berlin; 2015. Available from: http://dx.doi.org/10.17169/refubium-11292

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


University of Delaware

30. Matthews, Evan L. Blood pressure reactivity and salt sensitivity in non-hypertensive adults.

Degree: PhD, University of Delaware, Department of Kinesiology and Applied Physiology, 2015, University of Delaware

 The central goal of this project was to determine the relationship, if any, salt sensitivity (SS) status has with the autonomic nervous system control of… (more)

Subjects/Keywords: Blood pressure.; Salt  – Physiological effect.; Autonomic nervous system.; Sympathetic nervous system.; Femoral artery.; Exercise.; Rest.

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

APA (6th Edition):

Matthews, E. L. (2015). Blood pressure reactivity and salt sensitivity in non-hypertensive adults. (Doctoral Dissertation). University of Delaware. Retrieved from http://udspace.udel.edu/handle/19716/17166

Chicago Manual of Style (16th Edition):

Matthews, Evan L. “Blood pressure reactivity and salt sensitivity in non-hypertensive adults.” 2015. Doctoral Dissertation, University of Delaware. Accessed January 24, 2021. http://udspace.udel.edu/handle/19716/17166.

MLA Handbook (7th Edition):

Matthews, Evan L. “Blood pressure reactivity and salt sensitivity in non-hypertensive adults.” 2015. Web. 24 Jan 2021.

Vancouver:

Matthews EL. Blood pressure reactivity and salt sensitivity in non-hypertensive adults. [Internet] [Doctoral dissertation]. University of Delaware; 2015. [cited 2021 Jan 24]. Available from: http://udspace.udel.edu/handle/19716/17166.

Council of Science Editors:

Matthews EL. Blood pressure reactivity and salt sensitivity in non-hypertensive adults. [Doctoral Dissertation]. University of Delaware; 2015. Available from: http://udspace.udel.edu/handle/19716/17166

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