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You searched for subject:( pt ESTACAS). Showing records 1 – 12 of 12 total matches.

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Pontifical Catholic University of Rio de Janeiro

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

Degree: 2011, Pontifical Catholic University of Rio de Janeiro

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

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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

ZHEMCHUZHNIKOV, ALEXANDER. “[en] COMPARATIVE ANALYSIS OF DIFFERENT METHODS OF SETTLEMENT PREDICTION OF PILE GROUP IN HOMOGENEOUS HALF SPACE.” 2011. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. 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. 18 Nov 2019.

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 2019 Nov 18]. 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

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

Degree: 2019, Pontifical Catholic University of Rio de Janeiro

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

COBE, REBECCA PEZZODIPANE. “[en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES.” 2019. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36574.

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

MLA Handbook (7th Edition):

COBE, REBECCA PEZZODIPANE. “[en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES.” 2019. Web. 18 Nov 2019.

Vancouver:

COBE RP. [en] BEHAVIOR OF AN EMBANKMENT CONSTRUCTED ON A SOFT CLAY FOUNDATION AND ITS INFLUENCE ON THE ADJACENT PILES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2019. [cited 2019 Nov 18]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36574.

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

Council of Science Editors:

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

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


Pontifical Catholic University of Rio de Janeiro

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

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

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

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

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APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

PENEDO, ERIC ARTHUR DE FREITAS. “[en] INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. 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. 18 Nov 2019.

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 2019 Nov 18]. 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

4. 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 November 18, 2019. 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. 18 Nov 2019.

Vancouver:

FILHO WMDS. [en] NUMERICAL ANALYSIS OF PILE GROUPS IN LAYERED SOILS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2019 Nov 18]. 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

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

APA (6th Edition):

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

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

Chicago Manual of Style (16th Edition):

BACELAR, CLEIDE JEANE RIBEIRO. “[en] A COMPUTER CODE FOR THE ANALYSIS OF VERTICALLY LOADED PILE GROUPS IN LAYERED SOILS.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. 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. 18 Nov 2019.

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 2019 Nov 18]. 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. ANGEL MAURICIO JAIME DAVILA. [en] NUMERICAL ANALYSIS OF BAMBOO PILES FOR SLOPE STABILITY.

Degree: 2018, Pontifical Catholic University of Rio de Janeiro

[pt] O crescimento populacional descontrolado e o desenvolvimento urbano desordenado têm testemunhado danos severos em assentamentos humanos no mundo. Fenômenos naturais extremos, como consequência de… (more)

Subjects/Keywords: [pt] ESTABILIZACAO DE TALUDES; [en] SLOPES STABILIZATION; [pt] MATERIAIS NAO CONVENCIONAIS; [en] NON-CONVENTIONAL MATERIALS; [pt] ESTACAS DE BAMBU; [en] BAMBOO-PILE; [pt] ANALISES DE ELEMENTOS FINITOS; [en] FINITE ELEMENT ANALYSES

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APA (6th Edition):

DAVILA, A. M. J. (2018). [en] NUMERICAL ANALYSIS OF BAMBOO PILES FOR SLOPE STABILITY. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35682

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):

DAVILA, ANGEL MAURICIO JAIME. “[en] NUMERICAL ANALYSIS OF BAMBOO PILES FOR SLOPE STABILITY.” 2018. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35682.

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

MLA Handbook (7th Edition):

DAVILA, ANGEL MAURICIO JAIME. “[en] NUMERICAL ANALYSIS OF BAMBOO PILES FOR SLOPE STABILITY.” 2018. Web. 18 Nov 2019.

Vancouver:

DAVILA AMJ. [en] NUMERICAL ANALYSIS OF BAMBOO PILES FOR SLOPE STABILITY. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. [cited 2019 Nov 18]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35682.

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

Council of Science Editors:

DAVILA AMJ. [en] NUMERICAL ANALYSIS OF BAMBOO PILES FOR SLOPE STABILITY. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2018. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35682

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. ANTONIO EDUARDO GONCALVES SAMPAIO. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS.

Degree: 2005, Pontifical Catholic University of Rio de Janeiro

[pt] O estudo de estacas semi-enterradas tem grande importância na construção civil devido principalmente à sua ampla aplicação em diversas áreas da engenharia. O presente… (more)

Subjects/Keywords: [pt] COLUNAS; [en] COLUMNS; [pt] ESTACAS; [en] PILE; [pt] VIBRACOES; [en] VIBRATIONS; [pt] FUNDACAO ELASTICA; [en] ELASTIC-FOUNDATION

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APA (6th Edition):

SAMPAIO, A. E. G. (2005). [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935

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):

SAMPAIO, ANTONIO EDUARDO GONCALVES. “[en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS.” 2005. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935.

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

MLA Handbook (7th Edition):

SAMPAIO, ANTONIO EDUARDO GONCALVES. “[en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS.” 2005. Web. 18 Nov 2019.

Vancouver:

SAMPAIO AEG. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. [cited 2019 Nov 18]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935.

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

Council of Science Editors:

SAMPAIO AEG. [en] ANALYSIS OF THE DYNAMIC BEHAVIOR OF SEMI-EMBEDDED COLUMNS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5935

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. MARIA DO CARMO VORCARO GOMES. [en] PILE DRIVING AND ITS INFLUENCE ON SOIL.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] Este estudo objetiva reunir, em uma abordagem qualitativa, o que se conhece sobre as modificações, com o tempo, na capacidade de carga de estacas,… (more)

Subjects/Keywords: [pt] RELAXACAO DE SOLOS; [en] SOIL RELAXATION; [pt] RECUPERACAO DE SOLOS; [en] SOIL SETUP; [pt] CRAVACAO DE ESTACAS; [en] PILE DRIVING

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

APA (6th Edition):

GOMES, M. D. C. V. (2001). [en] PILE DRIVING AND ITS INFLUENCE ON SOIL. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1963

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):

GOMES, MARIA DO CARMO VORCARO. “[en] PILE DRIVING AND ITS INFLUENCE ON SOIL.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1963.

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

MLA Handbook (7th Edition):

GOMES, MARIA DO CARMO VORCARO. “[en] PILE DRIVING AND ITS INFLUENCE ON SOIL.” 2001. Web. 18 Nov 2019.

Vancouver:

GOMES MDCV. [en] PILE DRIVING AND ITS INFLUENCE ON SOIL. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2019 Nov 18]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1963.

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

Council of Science Editors:

GOMES MDCV. [en] PILE DRIVING AND ITS INFLUENCE ON SOIL. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1963

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. LUCIANA BARROS DE MIRANDA AVIZ. [en] EVALUATION OF THE BEARING CAPACITY OF PILES BY THEORETICAL AND EMPIRICAL APPROACHES.

Degree: 2006, Pontifical Catholic University of Rio de Janeiro

[pt] A fundação em estaxa é uma das alternativas mais antigas de suporte de estruturas,mas seu projeto ainda é um desfio para engenharia geotécnica, sendo… (more)

Subjects/Keywords: [pt] ELEMENTOS FINITOS; [en] FINITE ELEMENTS; [pt] CAPACIDADE DE CARGA; [en] LOAD CAPACITY; [pt] ESTADO LIMITE ULTIMO; [en] ULTIMATE LIMITE STATE; [pt] ESTACAS; [en] PILE

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

APA (6th Edition):

AVIZ, L. B. D. M. (2006). [en] EVALUATION OF THE BEARING CAPACITY OF PILES BY THEORETICAL AND EMPIRICAL APPROACHES. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9014

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):

AVIZ, LUCIANA BARROS DE MIRANDA. “[en] EVALUATION OF THE BEARING CAPACITY OF PILES BY THEORETICAL AND EMPIRICAL APPROACHES.” 2006. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9014.

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

MLA Handbook (7th Edition):

AVIZ, LUCIANA BARROS DE MIRANDA. “[en] EVALUATION OF THE BEARING CAPACITY OF PILES BY THEORETICAL AND EMPIRICAL APPROACHES.” 2006. Web. 18 Nov 2019.

Vancouver:

AVIZ LBDM. [en] EVALUATION OF THE BEARING CAPACITY OF PILES BY THEORETICAL AND EMPIRICAL APPROACHES. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2006. [cited 2019 Nov 18]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9014.

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

Council of Science Editors:

AVIZ LBDM. [en] EVALUATION OF THE BEARING CAPACITY OF PILES BY THEORETICAL AND EMPIRICAL APPROACHES. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2006. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9014

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. 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 November 18, 2019. 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. 18 Nov 2019.

Vancouver:

BACELAR CJR. [en] SETTLEMENT ANALYSES OF PILED RAFTS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2003. [cited 2019 Nov 18]. 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

11. 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 November 18, 2019. 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. 18 Nov 2019.

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 2019 Nov 18]. 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

12. GUSTAVO SEREBRENICK. [en] STABILITY ANALYSIS OF SLENDER COLUMNS PARTIALLY BURIED IN A NON-LINEAR ELASTIC FOUNDATION.

Degree: 2005, Pontifical Catholic University of Rio de Janeiro

[pt] O presente trabalho tem por objetivo estudar o comportamento de colunas esbeltas parcialmente enterradas, quando submetidas a um carregamento axial de compressão. A fundação… (more)

Subjects/Keywords: [pt] ESTABILIDADE; [en] STABILITY; [pt] FLAMBAGEM; [en] BUCKLING; [pt] COLUNAS; [en] COLUMNS; [pt] FUNDACAO NAO-LINEAR; [en] NON-LINEAR FOUNDATION; [pt] ESTACAS PARCIALMENTE ENTERRADAS; [en] PARTIALLY EMBEDDED PILES

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

APA (6th Edition):

SEREBRENICK, G. (2005). [en] STABILITY ANALYSIS OF SLENDER COLUMNS PARTIALLY BURIED IN A NON-LINEAR ELASTIC FOUNDATION. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6168

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):

SEREBRENICK, GUSTAVO. “[en] STABILITY ANALYSIS OF SLENDER COLUMNS PARTIALLY BURIED IN A NON-LINEAR ELASTIC FOUNDATION.” 2005. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 18, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6168.

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

MLA Handbook (7th Edition):

SEREBRENICK, GUSTAVO. “[en] STABILITY ANALYSIS OF SLENDER COLUMNS PARTIALLY BURIED IN A NON-LINEAR ELASTIC FOUNDATION.” 2005. Web. 18 Nov 2019.

Vancouver:

SEREBRENICK G. [en] STABILITY ANALYSIS OF SLENDER COLUMNS PARTIALLY BURIED IN A NON-LINEAR ELASTIC FOUNDATION. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. [cited 2019 Nov 18]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6168.

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

Council of Science Editors:

SEREBRENICK G. [en] STABILITY ANALYSIS OF SLENDER COLUMNS PARTIALLY BURIED IN A NON-LINEAR ELASTIC FOUNDATION. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2005. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6168

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

.