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Artigo de periodico
Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation (2018)
Rodríguez, Patricia; Celestino, Tarcísio Barreto
Source: Proceedings. Unidade: EESC
Subjects: ACÚSTICA, DANO, GEOTECNIA
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ABNT
RODRÍGUEZ, Patricia e CELESTINO, Tarcísio Barreto. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Proceedings, v. 2, p. 1-7, 2018Tradução . . Disponível em: https://doi.org/10.3390/ICEM18-05363. Acesso em: 12 dez. 2025.
APA
Rodríguez, P., & Celestino, T. B. (2018). Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation. Proceedings, 2, 1-7. doi:10.3390/ICEM18-05363
NLM
Rodríguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Proceedings. 2018 ; 2 1-7.[citado 2025 dez. 12 ] Available from: https://doi.org/10.3390/ICEM18-05363
Vancouver
Rodríguez P, Celestino TB. Assessment of damage distribution in brittle materials by application of an improved algorithm for three-dimensional localization of acoustic emission sources with P-wave velocity calculation [Internet]. Proceedings. 2018 ; 2 1-7.[citado 2025 dez. 12 ] Available from: https://doi.org/10.3390/ICEM18-05363
Trabalho de evento
Evaluation of ballast materials used in brazilian railways based on their resistance to wear (2018)
Paiva, Cassio Eduardo Lima de ; Pereira, Mauro Luiz; Ribeiro, Rogério Pinto ; Santos, Rony Souza dos
Source: Proceedings. Conference titles: International Conference on Road and Rail Infrastructure - CETRA. Unidade: EESC
Subjects: DESGASTE, FERROVIAS, LASTRO, GEOTECNIA
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ABNT
PAIVA, Cassio Eduardo Lima de et al. Evaluation of ballast materials used in brazilian railways based on their resistance to wear. 2018, Anais.. Zagreb, Croatia: University of Zagreb, 2018. Disponível em: https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf. Acesso em: 12 dez. 2025.
APA
Paiva, C. E. L. de, Pereira, M. L., Ribeiro, R. P., & Santos, R. S. dos. (2018). Evaluation of ballast materials used in brazilian railways based on their resistance to wear. In Proceedings. Zagreb, Croatia: University of Zagreb. Recuperado de https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf
NLM
Paiva CEL de, Pereira ML, Ribeiro RP, Santos RS dos. Evaluation of ballast materials used in brazilian railways based on their resistance to wear [Internet]. Proceedings. 2018 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf
Vancouver
Paiva CEL de, Pereira ML, Ribeiro RP, Santos RS dos. Evaluation of ballast materials used in brazilian railways based on their resistance to wear [Internet]. Proceedings. 2018 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/f482e26c-0a6b-4c23-b1ce-df318c722cd8/trabalho%2004%20-%20Evaluation%20of%20ballast%20materials%20used%20in%20Brazilian%20railways%20based%20on%20their%20resistance%20to%20wear%20%285th%20International%20Conference%20on%20Road%20and%20Rail%20Infrastrucutre%2C%202018%29.pdf
Trabalho de evento
Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica (2017)
Franco, Yara Barbosa; Silva, Jefferson Lins da
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: GEOTECNIA, GEOTECNIA, AREIA, IMAGEM DIGITAL
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ABNT
FRANCO, Yara Barbosa e SILVA, Jefferson Lins da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. Disponível em: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf. Acesso em: 12 dez. 2025.
APA
Franco, Y. B., & Silva, J. L. da. (2017). Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica. In Proceedings. [Belo Horizonte, MG]: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
NLM
Franco YB, Silva JL da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica [Internet]. Proceedings. 2017 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
Vancouver
Franco YB, Silva JL da. Melhoria da textura da imagem de um solo para aplicação da técnica CID em modelagem geotécnica [Internet]. Proceedings. 2017 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/3464c837-49c5-4e7d-8d6a-6c5383d4787a/CILAMCE2017-0602_removed.pdf
Trabalho de evento
Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço (2017)
Florêncio, Luiz Augusto da Silva; Costa, Carina Maia Lins; Costa, Yuri Daniel Jatobá; Silva, Jefferson Lins da
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: ESTRUTURAS, ESTACAS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA
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ABNT
FLORÊNCIO, Luiz Augusto da Silva et al. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. . Acesso em: 12 dez. 2025.
APA
Florêncio, L. A. da S., Costa, C. M. L., Costa, Y. D. J., & Silva, J. L. da. (2017). Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Florêncio LA da S, Costa CML, Costa YDJ, Silva JL da. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. Proceedings. 2017 ;[citado 2025 dez. 12 ]
Vancouver
Florêncio LA da S, Costa CML, Costa YDJ, Silva JL da. Confiabilidade de uma contenção com estacas escavadas utilizando o método dos elementos finitos: estado limite de serviço. Proceedings. 2017 ;[citado 2025 dez. 12 ]
Trabalho de evento
Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha (2017)
Mattielo Pedroso, Gabriel Orquizas; Silva, Jefferson Lins da
Source: Proceedings. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC
Subjects: GEOTECNIA, GEOSSINTÉTICOS, MÉTODO DOS ELEMENTOS FINITOS
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ABNT
MATTIELO PEDROSO, Gabriel Orquizas e SILVA, Jefferson Lins da. Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. 2017, Anais.. [Belo Horizonte, MG]: ABMEC, 2017. . Acesso em: 12 dez. 2025.
APA
Mattielo Pedroso, G. O., & Silva, J. L. da. (2017). Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. In Proceedings. [Belo Horizonte, MG]: ABMEC.
NLM
Mattielo Pedroso GO, Silva JL da. Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. Proceedings. 2017 ;[citado 2025 dez. 12 ]
Vancouver
Mattielo Pedroso GO, Silva JL da. Simulação numérica de ensaios de cargas cíclicas para uma seção não pavimentada com reforço de geogrelha. Proceedings. 2017 ;[citado 2025 dez. 12 ]
Trabalho de evento
Tunnel design considering rock mass and shotcrete timedependent properties (2016)
Celestino, Tarcísio Barreto
Source: Proceedings. Conference titles: International Symposium on Ground Support in Mining and Underground Construction. Unidade: EESC
Subjects: TÚNEIS, CONCRETO, GEOTECNIA
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ABNT
CELESTINO, Tarcísio Barreto. Tunnel design considering rock mass and shotcrete timedependent properties. 2016, Anais.. Lulea, Sweden: Lulea University of Technology, 2016. Disponível em: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf. Acesso em: 12 dez. 2025.
APA
Celestino, T. B. (2016). Tunnel design considering rock mass and shotcrete timedependent properties. In Proceedings. Lulea, Sweden: Lulea University of Technology. Recuperado de https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
NLM
Celestino TB. Tunnel design considering rock mass and shotcrete timedependent properties [Internet]. Proceedings. 2016 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
Vancouver
Celestino TB. Tunnel design considering rock mass and shotcrete timedependent properties [Internet]. Proceedings. 2016 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/461c9201-dde6-4897-94aa-fae38f21f415/trabalho%2007%20-%20Tunnel%20design%20considering%20rock%20mass%20and%20shotcrete%20time-dependent%20properties%20%28Eighth%20International%20Symposium%20on%20Ground%20Support%20in%20Mining%20and%20Underground%20Construction%2C%202016%29.pdf
Trabalho de evento
Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns (2015)
Godoy, Vanessa Almeida de; Zuquette, Lázaro Valentin ; Napa García, Gian Franco
Source: Proceedings. Conference titles: European Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: HIDRODINÂMICA, AMÔNIA, GEOTECNIA
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ABNT
GODOY, Vanessa Almeida de e ZUQUETTE, Lázaro Valentin e NAPA GARCÍA, Gian Franco. Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns. 2015, Anais.. Edinburg, UK: ICE Publishing, 2015. Disponível em: https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf. Acesso em: 12 dez. 2025.
APA
Godoy, V. A. de, Zuquette, L. V., & Napa García, G. F. (2015). Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns. In Proceedings. Edinburg, UK: ICE Publishing. Recuperado de https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf
NLM
Godoy VA de, Zuquette LV, Napa García GF. Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns [Internet]. Proceedings. 2015 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf
Vancouver
Godoy VA de, Zuquette LV, Napa García GF. Hydrodynamic dispersion coefficient of ammonium in undisturbed soil columns [Internet]. Proceedings. 2015 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/fa293914-060f-48b2-9276-f535709a252b/trabalho%2011%20-%20Hydrodynamic%20dispersion%20coefficient%20of%20ammonium%20in%20undisturbed%20soil%20columns%20%28XVI%20European%20Conference%20on%20Soil%20Mechanics%20and..%29_removed.pdf
Trabalho de evento
Efficiency in standard penetration test (2015)
Lukiantchuki, Juliana Azoia; Bernardes, G. P; Esquivel, Edmundo Rogério
Source: Proceedings. Conference titles: European Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: ENSAIOS DE PENETRAÇÃO, GEOTECNIA
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ABNT
LUKIANTCHUKI, Juliana Azoia e BERNARDES, G. P e ESQUIVEL, Edmundo Rogério. Efficiency in standard penetration test. 2015, Anais.. Edinburg, UK: ICE Publishing, 2015. Disponível em: https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf. Acesso em: 12 dez. 2025.
APA
Lukiantchuki, J. A., Bernardes, G. P., & Esquivel, E. R. (2015). Efficiency in standard penetration test. In Proceedings. Edinburg, UK: ICE Publishing. Recuperado de https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf
NLM
Lukiantchuki JA, Bernardes GP, Esquivel ER. Efficiency in standard penetration test [Internet]. Proceedings. 2015 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf
Vancouver
Lukiantchuki JA, Bernardes GP, Esquivel ER. Efficiency in standard penetration test [Internet]. Proceedings. 2015 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/ff5f818d-64a5-45c8-bb80-1d38e8e3ba35/trabalho%2004%20-%20Efficiency%20in%20standard%20penetration%20test%20%28XVI%20ECSMGE%29%20%281%29.pdf
Trabalho de evento
Small-strain shear modulus and shear strength of an unsaturated clayey sand (2013)
Georgetti, Giovana Bizão; Vilar, Orêncio Monje ; Rodrigues, R.A.
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: CISALHAMENTO, SOLO NÃO SATURADO, GEOTECNIA
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ABNT
GEORGETTI, Giovana Bizão e VILAR, Orêncio Monje e RODRIGUES, R.A. Small-strain shear modulus and shear strength of an unsaturated clayey sand. 2013, Anais.. Paris, France: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2013. Disponível em: https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf. Acesso em: 12 dez. 2025.
APA
Georgetti, G. B., Vilar, O. M., & Rodrigues, R. A. (2013). Small-strain shear modulus and shear strength of an unsaturated clayey sand. In Proceedings. Paris, France: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf
NLM
Georgetti GB, Vilar OM, Rodrigues RA. Small-strain shear modulus and shear strength of an unsaturated clayey sand [Internet]. Proceedings. 2013 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf
Vancouver
Georgetti GB, Vilar OM, Rodrigues RA. Small-strain shear modulus and shear strength of an unsaturated clayey sand [Internet]. Proceedings. 2013 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/2c48a156-5053-4747-a289-df297ed7e587/OK___trabalho%2012%20-%20Small%20strain%20shear%20modulus%20and%20shear%20strength%20of%20an%20unsaturated%20clayey%20sand.%20%2818th%20International%20Conference%20on%20Soil%20Mechanics%20and%20Geotechnic%29.pdf
Trabalho de evento-resumo
Influence of the petrographic characteristics on the industrial polishing of ornamental granites slabs (2012)
Silveira, Leonardo; Rodrigues, José Eduardo; Ribeiro, Rogério Pinto
Source: Proceedings. Conference titles: Global Stone Congress. Unidade: EESC
Subjects: GRANITO, RUGOSIDADE SUPERFICIAL, GEOTECNIA
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ABNT
SILVEIRA, Leonardo e RODRIGUES, José Eduardo e RIBEIRO, Rogério Pinto. Influence of the petrographic characteristics on the industrial polishing of ornamental granites slabs. 2012, Anais.. Borba, Portugal: ValorPedra, 2012. Disponível em: https://repositorio.usp.br/directbitstream/e22daa6a-9ab7-4c5b-a81e-121966cf3367/PROD_25624_SYSNO_3123458.pdf. Acesso em: 12 dez. 2025.
APA
Silveira, L., Rodrigues, J. E., & Ribeiro, R. P. (2012). Influence of the petrographic characteristics on the industrial polishing of ornamental granites slabs. In Proceedings. Borba, Portugal: ValorPedra. Recuperado de https://repositorio.usp.br/directbitstream/e22daa6a-9ab7-4c5b-a81e-121966cf3367/PROD_25624_SYSNO_3123458.pdf
NLM
Silveira L, Rodrigues JE, Ribeiro RP. Influence of the petrographic characteristics on the industrial polishing of ornamental granites slabs [Internet]. Proceedings. 2012 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/e22daa6a-9ab7-4c5b-a81e-121966cf3367/PROD_25624_SYSNO_3123458.pdf
Vancouver
Silveira L, Rodrigues JE, Ribeiro RP. Influence of the petrographic characteristics on the industrial polishing of ornamental granites slabs [Internet]. Proceedings. 2012 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/e22daa6a-9ab7-4c5b-a81e-121966cf3367/PROD_25624_SYSNO_3123458.pdf
Trabalho de evento
Interpretation of force and acceleration signals during hammer impact in ST tests (2011)
Lukiantchuki, Juliana Azoia; Esquivel, Edmundo Rogério ; Bernardes, George de Paula
Source: Proceedings. Conference titles: Canadian Geotechnical Conference. Unidade: EESC
Subjects: ESTRUTURAS DE CONCRETO, GEOTECNIA, FUNDAÇÕES (ENGENHARIA)
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ABNT
LUKIANTCHUKI, Juliana Azoia e ESQUIVEL, Edmundo Rogério e BERNARDES, George de Paula. Interpretation of force and acceleration signals during hammer impact in ST tests. 2011, Anais.. Canada: Canadian Geotechnical Society, 2011. Disponível em: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf. Acesso em: 12 dez. 2025.
APA
Lukiantchuki, J. A., Esquivel, E. R., & Bernardes, G. de P. (2011). Interpretation of force and acceleration signals during hammer impact in ST tests. In Proceedings. Canada: Canadian Geotechnical Society. Recuperado de https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
NLM
Lukiantchuki JA, Esquivel ER, Bernardes G de P. Interpretation of force and acceleration signals during hammer impact in ST tests [Internet]. Proceedings. 2011 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
Vancouver
Lukiantchuki JA, Esquivel ER, Bernardes G de P. Interpretation of force and acceleration signals during hammer impact in ST tests [Internet]. Proceedings. 2011 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/35c2245e-7228-4a98-86b2-33f0bba1c17b/GEO11Paper354.pdf
Trabalho de evento
Development of a new TDR probe for assessing the soil water content at different depths (2009)
Esquivel, Edmundo Rogério ; Vaz, C M P
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: GEOTECNIA, IRRIGAÇÃO, SONDAGEM DOS SOLOS
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ABNT
ESQUIVEL, Edmundo Rogério e VAZ, C M P. Development of a new TDR probe for assessing the soil water content at different depths. 2009, Anais.. Amsterdam, Netherlands: IOS Press, 2009. Disponível em: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf. Acesso em: 12 dez. 2025.
APA
Esquivel, E. R., & Vaz, C. M. P. (2009). Development of a new TDR probe for assessing the soil water content at different depths. In Proceedings. Amsterdam, Netherlands: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
NLM
Esquivel ER, Vaz CMP. Development of a new TDR probe for assessing the soil water content at different depths [Internet]. Proceedings. 2009 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
Vancouver
Esquivel ER, Vaz CMP. Development of a new TDR probe for assessing the soil water content at different depths [Internet]. Proceedings. 2009 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/f70142a2-15db-4877-bb93-891089173260/STAL9781607500315-3443.pdf
Trabalho de evento
Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW) (2009)
Santos, Eder Carlos Guedes dos; Vilar, Orêncio Monje ; Assis, André Pacheco de
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: RESÍDUOS DE CONSTRUÇÃO, DEMOLIÇÃO, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SANTOS, Eder Carlos Guedes dos e VILAR, Orêncio Monje e ASSIS, André Pacheco de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). 2009, Anais.. Amsterdam: IOS Press, 2009. . Acesso em: 12 dez. 2025.
APA
Santos, E. C. G. dos, Vilar, O. M., & Assis, A. P. de. (2009). Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). In Proceedings. Amsterdam: IOS Press.
NLM
Santos ECG dos, Vilar OM, Assis AP de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). Proceedings. 2009 ;[citado 2025 dez. 12 ]
Vancouver
Santos ECG dos, Vilar OM, Assis AP de. Statistical analysis of geotechnical parameters of recycled construction and demolition waste (RCDW). Proceedings. 2009 ;[citado 2025 dez. 12 ]
Trabalho de evento
Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand (2009)
Bicalho, Kátia Vanessa; Marinho, Fernando A. M. ; Fleureau, J. M.; Correia, A. Gomes; Ferreira, S
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EP
Subjects: GEOTECNIA, SOLO NÃO SATURADO, NORMALIZAÇÃO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BICALHO, Kátia Vanessa et al. Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand. 2009, Anais.. Amsterdam: IOS Press, 2009. Disponível em: https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf. Acesso em: 12 dez. 2025.
APA
Bicalho, K. V., Marinho, F. A. M., Fleureau, J. M., Correia, A. G., & Ferreira, S. (2009). Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand. In Proceedings. Amsterdam: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf
NLM
Bicalho KV, Marinho FAM, Fleureau JM, Correia AG, Ferreira S. Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand [Internet]. Proceedings. 2009 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf
Vancouver
Bicalho KV, Marinho FAM, Fleureau JM, Correia AG, Ferreira S. Evaluation of filter paper calibrations for indirect determination of soil suctions of an unsaturated compacted silty sand [Internet]. Proceedings. 2009 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/73027459-b5d9-4444-9d88-6852d073074d/Marinho-2009-evaluation.pdf
Trabalho de evento
Use of poor draining soils in reinforced soil structures in Brazil (2006)
Bueno, Benedito de Souza; Patias, Josiele; Zornberg, Jorge Gabriel ; Lee, Clyde E.
Source: Proceedings. Conference titles: Transportation Research Board (TRB) Annual Meeting. Unidade: EESC
Subjects: USO DO SOLO, DRENAGEM, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
BUENO, Benedito de Souza et al. Use of poor draining soils in reinforced soil structures in Brazil. 2006, Anais.. Washington, DC: Transportation Research Board, 2006. Disponível em: https://repositorio.usp.br/directbitstream/1ea24d0d-559c-4c8d-8718-f82a29c56fdd/trabalho%2051%20-%20Use%20of%20poor%20draining%20soils%20in%20reinforced%20soil%20structures%20in%20Brazil.%20%28TRB%202006%20Annual%20Meeting%2C%202006%29_removed.pdf. Acesso em: 12 dez. 2025.
APA
Bueno, B. de S., Patias, J., Zornberg, J. G., & Lee, C. E. (2006). Use of poor draining soils in reinforced soil structures in Brazil. In Proceedings. Washington, DC: Transportation Research Board. Recuperado de https://repositorio.usp.br/directbitstream/1ea24d0d-559c-4c8d-8718-f82a29c56fdd/trabalho%2051%20-%20Use%20of%20poor%20draining%20soils%20in%20reinforced%20soil%20structures%20in%20Brazil.%20%28TRB%202006%20Annual%20Meeting%2C%202006%29_removed.pdf
NLM
Bueno B de S, Patias J, Zornberg JG, Lee CE. Use of poor draining soils in reinforced soil structures in Brazil [Internet]. Proceedings. 2006 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/1ea24d0d-559c-4c8d-8718-f82a29c56fdd/trabalho%2051%20-%20Use%20of%20poor%20draining%20soils%20in%20reinforced%20soil%20structures%20in%20Brazil.%20%28TRB%202006%20Annual%20Meeting%2C%202006%29_removed.pdf
Vancouver
Bueno B de S, Patias J, Zornberg JG, Lee CE. Use of poor draining soils in reinforced soil structures in Brazil [Internet]. Proceedings. 2006 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/1ea24d0d-559c-4c8d-8718-f82a29c56fdd/trabalho%2051%20-%20Use%20of%20poor%20draining%20soils%20in%20reinforced%20soil%20structures%20in%20Brazil.%20%28TRB%202006%20Annual%20Meeting%2C%202006%29_removed.pdf
Trabalho de evento
SPT sampler static penetration resistance in the case of a sandy soil (2005)
Aoki, Nelson ; Esquivel, Edmundo Rogério ; Neves, L. F. S; Cintra, José Carlos Angelo
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: SOLO ARENOSO, SONDAGEM DOS SOLOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson et al. SPT sampler static penetration resistance in the case of a sandy soil. 2005, Anais.. Amsterdam, Netherlands: IOS Press, 2005. Disponível em: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf. Acesso em: 12 dez. 2025.
APA
Aoki, N., Esquivel, E. R., Neves, L. F. S., & Cintra, J. C. A. (2005). SPT sampler static penetration resistance in the case of a sandy soil. In Proceedings. Amsterdam, Netherlands: IOS Press. Recuperado de https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
NLM
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
Vancouver
Aoki N, Esquivel ER, Neves LFS, Cintra JCA. SPT sampler static penetration resistance in the case of a sandy soil [Internet]. Proceedings. 2005 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/92189ed2-f56d-4c79-b7ef-d11425d089ca/STAL9781614996569-0659.pdf
Trabalho de evento
Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil (2005)
Augusto Filho, Oswaldo; Magalhães, F. S.; Gramani, Marcelo Fischer
Source: Proceedings. Conference titles: Géoline. Unidade: EESC
Subjects: SISTEMA DE INFORMAÇÃO GEOGRÁFICA, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AUGUSTO FILHO, Oswaldo e MAGALHÃES, F. S. e GRAMANI, Marcelo Fischer. Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil. 2005, Anais.. Paris, France: SGF, 2005. Disponível em: https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf. Acesso em: 12 dez. 2025.
APA
Augusto Filho, O., Magalhães, F. S., & Gramani, M. F. (2005). Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil. In Proceedings. Paris, France: SGF. Recuperado de https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf
NLM
Augusto Filho O, Magalhães FS, Gramani MF. Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil [Internet]. Proceedings. 2005 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf
Vancouver
Augusto Filho O, Magalhães FS, Gramani MF. Mass movements susceptibility map of a highway system using GIS technology: a case study in Brazil [Internet]. Proceedings. 2005 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/7d29d48e-709a-437c-a41f-39727545c7f3/trabalho%2040%20-%20Mass%20movements%20susceptibility%20map%20of%20a%20highway%20system%20using%20GIS%20technology%20a%20case%20study%20in%20Brazil%20%28Geoline%2C%202005%2C%20Lyon%29.pdf
Trabalho de evento
Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results (2003)
Aoki, Nelson ; Cintra, José Carlos Angelo; Esquivel, Edmundo Rogério ; Russo Neto, Luiz
Source: Proceedings. Conference titles: International Prediction Event on the Behaviour of Bored, CFA and Driven Piles - ISC'2 Experimental Site. Unidade: EESC
Subjects: ESTACAS, FUNDAÇÕES (ENGENHARIA), GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AOKI, Nelson et al. Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results. 2003, Anais.. Porto, Portugal: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2003. Disponível em: https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf. Acesso em: 12 dez. 2025.
APA
Aoki, N., Cintra, J. C. A., Esquivel, E. R., & Russo Neto, L. (2003). Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results. In Proceedings. Porto, Portugal: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf
NLM
Aoki N, Cintra JCA, Esquivel ER, Russo Neto L. Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results [Internet]. Proceedings. 2003 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf
Vancouver
Aoki N, Cintra JCA, Esquivel ER, Russo Neto L. Prediction of the behaviour of a pile foundation under static loading condition using in situ tests results [Internet]. Proceedings. 2003 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/41cfcd65-7a0b-424a-b16b-52d4752fe131/PROD_25636_SYSNO_3123714%20%281%29.pdf
Trabalho de evento
Managing contaminated sites (2001)
Mello, Luiz Guilherme Francisco Soares de; Boscov, Maria Eugênia Gimenez
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EP
Subjects: GEOTECNIA, SÍTIOS GEOLÓGICOS (CONTAMINAÇÃO)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
MELLO, Luiz Guilherme Francisco Soares de e BOSCOV, Maria Eugênia Gimenez. Managing contaminated sites. 2001, Anais.. Lisse: A. A. Balkema, 2001. Disponível em: https://repositorio.usp.br/directbitstream/bc9793f4-47c9-47f7-a254-3f7d6ec83d4c/Boscov_2001_managing.pdf. Acesso em: 12 dez. 2025.
APA
Mello, L. G. F. S. de, & Boscov, M. E. G. (2001). Managing contaminated sites. In Proceedings. Lisse: A. A. Balkema. Recuperado de https://repositorio.usp.br/directbitstream/bc9793f4-47c9-47f7-a254-3f7d6ec83d4c/Boscov_2001_managing.pdf
NLM
Mello LGFS de, Boscov MEG. Managing contaminated sites [Internet]. Proceedings. 2001 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/bc9793f4-47c9-47f7-a254-3f7d6ec83d4c/Boscov_2001_managing.pdf
Vancouver
Mello LGFS de, Boscov MEG. Managing contaminated sites [Internet]. Proceedings. 2001 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/bc9793f4-47c9-47f7-a254-3f7d6ec83d4c/Boscov_2001_managing.pdf
Trabalho de evento
Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland (2001)
Iwamoto, R. K.; Antunes, Helena Maria Cunha do Carmo; Aoki, Nelson
Source: Proceedings. Conference titles: International Conference on Soil Mechanics and Geotechnical Engineering. Unidade: EESC
Subjects: ESTACAS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
IWAMOTO, R. K. e ANTUNES, Helena Maria Cunha do Carmo e AOKI, Nelson. Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland. 2001, Anais.. Istanbul: A.A.Balkema Publishers, 2001. Disponível em: https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf. Acesso em: 12 dez. 2025.
APA
Iwamoto, R. K., Antunes, H. M. C. do C., & Aoki, N. (2001). Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland. In Proceedings. Istanbul: A.A.Balkema Publishers. Recuperado de https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf
NLM
Iwamoto RK, Antunes HMC do C, Aoki N. Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland [Internet]. Proceedings. 2001 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf
Vancouver
Iwamoto RK, Antunes HMC do C, Aoki N. Settlement prediction of vertically loaded pile groups for Thermal Electric Power Station, Gdansk, Poland [Internet]. Proceedings. 2001 ;[citado 2025 dez. 12 ] Available from: https://repositorio.usp.br/directbitstream/fea3ac89-94f0-48df-8d9c-79cf3a67f216/PROD_25635_SYSNO_3123642.pdf

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