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You searched for +publisher:"Pontifical Catholic University of Rio de Janeiro" +contributor:("PEDRICTO ROCHA FILHO"). Showing records 1 – 12 of 12 total matches.

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Pontifical Catholic University of Rio de Janeiro

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

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 19, 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. 19 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 19]. 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

2. DANILO TOLEDO RAMOS. [en] USE OF ELECTRO-LEVELS TO OBTAIN DEFLECTION AND BENDING MOMENT IN CONCRETE FACED ROCKFILL DAMS.

Degree: 2010, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho descreve a montagem, calibração e instalação de 80 (oitenta) eletroníveis na face de concreto da Barragem de Mazar, que consiste em uma… (more)

Subjects/Keywords: [pt] ELETRONIVEIS; [en] ELECTROLEVELS; [pt] BARRAGENS; [en] DAMS; [pt] INSTRUMENTACAO; [en] INSTRUMENTATION; [pt] ENROCAMENTO; [en] ROCKFILL

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

APA (6th Edition):

RAMOS, D. T. (2010). [en] USE OF ELECTRO-LEVELS TO OBTAIN DEFLECTION AND BENDING MOMENT IN CONCRETE FACED ROCKFILL DAMS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15688

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):

RAMOS, DANILO TOLEDO. “[en] USE OF ELECTRO-LEVELS TO OBTAIN DEFLECTION AND BENDING MOMENT IN CONCRETE FACED ROCKFILL DAMS.” 2010. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 19, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15688.

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

MLA Handbook (7th Edition):

RAMOS, DANILO TOLEDO. “[en] USE OF ELECTRO-LEVELS TO OBTAIN DEFLECTION AND BENDING MOMENT IN CONCRETE FACED ROCKFILL DAMS.” 2010. Web. 19 Sep 2020.

Vancouver:

RAMOS DT. [en] USE OF ELECTRO-LEVELS TO OBTAIN DEFLECTION AND BENDING MOMENT IN CONCRETE FACED ROCKFILL DAMS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2010. [cited 2020 Sep 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15688.

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

Council of Science Editors:

RAMOS DT. [en] USE OF ELECTRO-LEVELS TO OBTAIN DEFLECTION AND BENDING MOMENT IN CONCRETE FACED ROCKFILL DAMS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2010. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=15688

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. 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 (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 19, 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. 19 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 19]. 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


Pontifical Catholic University of Rio de Janeiro

4. GERSON JACQUES MIRANDA DOS ANJOS. [en] APPLICATION OF PROBABILISTIC AND STATISTIC TECHNIQUES IN THE EVALUATION OF THE ADEQUACY OF IN SITU EXPERIMENTAL RESULTS.

Degree: 2000, Pontifical Catholic University of Rio de Janeiro

[pt] O estudo da variabilidade das propriedades dos solos, como resistência de ponta (qc), resistência não drenada (Su) e poro pressão (∆u), é a principal… (more)

Subjects/Keywords: [pt] PROBABILIDADE; [en] PROBABILITY; [es] PROBABILIDADES; [pt] ENSAIO EM CAMPO; [en] FIELD TESTS; [es] ENSAYO IN SITU; [pt] ESTATISTICA; [en] STATISTICS; [es] ESTADISTICA

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APA (6th Edition):

ANJOS, G. J. M. D. (2000). [en] APPLICATION OF PROBABILISTIC AND STATISTIC TECHNIQUES IN THE EVALUATION OF THE ADEQUACY OF IN SITU EXPERIMENTAL RESULTS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=905

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):

ANJOS, GERSON JACQUES MIRANDA DOS. “[en] APPLICATION OF PROBABILISTIC AND STATISTIC TECHNIQUES IN THE EVALUATION OF THE ADEQUACY OF IN SITU EXPERIMENTAL RESULTS.” 2000. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 19, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=905.

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

MLA Handbook (7th Edition):

ANJOS, GERSON JACQUES MIRANDA DOS. “[en] APPLICATION OF PROBABILISTIC AND STATISTIC TECHNIQUES IN THE EVALUATION OF THE ADEQUACY OF IN SITU EXPERIMENTAL RESULTS.” 2000. Web. 19 Sep 2020.

Vancouver:

ANJOS GJMD. [en] APPLICATION OF PROBABILISTIC AND STATISTIC TECHNIQUES IN THE EVALUATION OF THE ADEQUACY OF IN SITU EXPERIMENTAL RESULTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2000. [cited 2020 Sep 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=905.

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

Council of Science Editors:

ANJOS GJMD. [en] APPLICATION OF PROBABILISTIC AND STATISTIC TECHNIQUES IN THE EVALUATION OF THE ADEQUACY OF IN SITU EXPERIMENTAL RESULTS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2000. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=905

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

5. 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 (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 19, 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. 19 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 19]. 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


Pontifical Catholic University of Rio de Janeiro

6. CHAN KOU WHA. [en] APPLICATION OF ELECTROLEVELS IN GEOTECHNICAL INSTRUMENTATION.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] O surgimento da instrumentação geotécnica se deu entre os anos de 1930 e 1940 e inicialmente observa-se a utilização de instrumentos mecânicos e hidraúlicos… (more)

Subjects/Keywords: [pt] ELETRONIVEIS; [en] ELECTROLEVELS; [es] ELECTRONIVEL; [pt] INSTRUMENTACAO GEOTECNICA; [en] GEOTECHNICAL INSTRUMENTATION; [es] INSTRUMENTACION GEOTECNICA; [pt] BARRAGENS; [en] DAMS; [es] DIQUES

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APA (6th Edition):

WHA, C. K. (2001). [en] APPLICATION OF ELECTROLEVELS IN GEOTECHNICAL INSTRUMENTATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1254

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):

WHA, CHAN KOU. “[en] APPLICATION OF ELECTROLEVELS IN GEOTECHNICAL INSTRUMENTATION.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 19, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1254.

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

MLA Handbook (7th Edition):

WHA, CHAN KOU. “[en] APPLICATION OF ELECTROLEVELS IN GEOTECHNICAL INSTRUMENTATION.” 2001. Web. 19 Sep 2020.

Vancouver:

WHA CK. [en] APPLICATION OF ELECTROLEVELS IN GEOTECHNICAL INSTRUMENTATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1254.

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

Council of Science Editors:

WHA CK. [en] APPLICATION OF ELECTROLEVELS IN GEOTECHNICAL INSTRUMENTATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1254

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

7. PAULA CECILIA BORGA. [en] DESIGN PARAMETER FOR EVALUATION OF PILE FOUNDATION.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Os projetos de capacidade de suporte de estacas estão baseados em dados de ensaio de campo de maneira direta ou indireta. Devido a sua… (more)

Subjects/Keywords: [pt] CAPACIDADE DE SUPORTE; [en] BEARING CAPACITY; [pt] FUNDACOES PROFUNDAS; [en] DEEP FOUNDATIONS

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APA (6th Edition):

BORGA, P. C. (2001). [en] DESIGN PARAMETER FOR EVALUATION OF PILE FOUNDATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2037

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):

BORGA, PAULA CECILIA. “[en] DESIGN PARAMETER FOR EVALUATION OF PILE FOUNDATION.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 19, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2037.

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

MLA Handbook (7th Edition):

BORGA, PAULA CECILIA. “[en] DESIGN PARAMETER FOR EVALUATION OF PILE FOUNDATION.” 2001. Web. 19 Sep 2020.

Vancouver:

BORGA PC. [en] DESIGN PARAMETER FOR EVALUATION OF PILE FOUNDATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2037.

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

Council of Science Editors:

BORGA PC. [en] DESIGN PARAMETER FOR EVALUATION OF PILE FOUNDATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2037

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

8. WANDEMYR MATA DOS SANTOS FILHO. [en] NUMERICAL ANALYSIS OF PILE GROUPS IN LAYERED SOILS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Este trabalho tem como objetivo apresentar um método para previsão de recalque de grupos de estacas, solicitadas axialmente em maciços de solo estratificados, através… (more)

Subjects/Keywords: [pt] ANALISE NUMERICA; [en] NUMERICAL ANALYSIS; [es] ANALISIS NUMERICO; [pt] GRUPOS DE ESTACAS; [en] PILE GROUPS; [es] GRUPOS DE ESTACAS; [pt] SOLO ESTRATIFICADO; [en] STRATIFIED SOIL

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

APA (6th Edition):

FILHO, W. M. D. S. (2001). [en] NUMERICAL ANALYSIS OF 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=2024

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):

FILHO, WANDEMYR MATA DOS SANTOS. “[en] NUMERICAL ANALYSIS OF PILE GROUPS IN LAYERED SOILS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 19, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2024.

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

MLA Handbook (7th Edition):

FILHO, WANDEMYR MATA DOS SANTOS. “[en] NUMERICAL ANALYSIS OF PILE GROUPS IN LAYERED SOILS.” 2001. Web. 19 Sep 2020.

Vancouver:

FILHO WMDS. [en] NUMERICAL ANALYSIS OF PILE GROUPS IN LAYERED SOILS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2024.

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

Council of Science Editors:

FILHO WMDS. [en] NUMERICAL ANALYSIS OF 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=2024

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

9. PAULO CESAR DE ALMEIDA MAIA. [en] ASSESSMENT OF THE ALTERABILITY AND GEOMECHANICAL BEHAVIOUR OF ROCKFILLS.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Os pavimentos nada mais são que um sistema de múltiplas camadas, solicitados por um pneumático. Nas últimas três décadas inúmeras pesquisas tem sido direcionadas… (more)

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

APA (6th Edition):

MAIA, P. C. D. A. (2001). [en] ASSESSMENT OF THE ALTERABILITY AND GEOMECHANICAL BEHAVIOUR OF ROCKFILLS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2062

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):

MAIA, PAULO CESAR DE ALMEIDA. “[en] ASSESSMENT OF THE ALTERABILITY AND GEOMECHANICAL BEHAVIOUR OF ROCKFILLS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 19, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2062.

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

MLA Handbook (7th Edition):

MAIA, PAULO CESAR DE ALMEIDA. “[en] ASSESSMENT OF THE ALTERABILITY AND GEOMECHANICAL BEHAVIOUR OF ROCKFILLS.” 2001. Web. 19 Sep 2020.

Vancouver:

MAIA PCDA. [en] ASSESSMENT OF THE ALTERABILITY AND GEOMECHANICAL BEHAVIOUR OF ROCKFILLS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2020 Sep 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2062.

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

Council of Science Editors:

MAIA PCDA. [en] ASSESSMENT OF THE ALTERABILITY AND GEOMECHANICAL BEHAVIOUR OF ROCKFILLS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2062

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

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

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 19, 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. 19 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 19]. 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


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 19, 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. 19 Sep 2020.

Vancouver:

BACELAR CJR. [en] SETTLEMENT ANALYSES OF PILED RAFTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2020 Sep 19]. 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


Pontifical Catholic University of Rio de Janeiro

12. BETANIA RODRIGUES COUTINHO. [en] CHARACTERIZATION, IN SITU TESTS, FLUORESCENCE.

Degree: 2002, Pontifical Catholic University of Rio de Janeiro

[pt] O tema da dissertação, Caracterização de Áreas Contaminadas Através de Ensaios in Situ, aponta o estado-da-arte dos sensores que estão sendo adaptados ao conepenetrômetro,… (more)

Subjects/Keywords: [pt] CARACTERIZACAO; [en] CHARACTERIZATION; [pt] ENSAIOS IN SITU; [en] IN SITU TESTS; [pt] FLUORESCENCIA; [en] FLUORESCENCE

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

APA (6th Edition):

COUTINHO, B. R. (2002). [en] CHARACTERIZATION, IN SITU TESTS, FLUORESCENCE. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2760

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):

COUTINHO, BETANIA RODRIGUES. “[en] CHARACTERIZATION, IN SITU TESTS, FLUORESCENCE.” 2002. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed September 19, 2020. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2760.

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

MLA Handbook (7th Edition):

COUTINHO, BETANIA RODRIGUES. “[en] CHARACTERIZATION, IN SITU TESTS, FLUORESCENCE.” 2002. Web. 19 Sep 2020.

Vancouver:

COUTINHO BR. [en] CHARACTERIZATION, IN SITU TESTS, FLUORESCENCE. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2002. [cited 2020 Sep 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2760.

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

Council of Science Editors:

COUTINHO BR. [en] CHARACTERIZATION, IN SITU TESTS, FLUORESCENCE. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2002. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=2760

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

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