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Trabalho de evento-anais periodico
Computational study using discrete element method for stress-strain response of geomaterials (2019)
Sanches, Luiz Carlos Facundo; Carrion, Ronaldo
Source: Proceedings. Conference titles: Ibero Latin American Congress on Computational Methods in Engineering CILAMCE. Unidade: EP
Assunto: GEOMECÂNICA
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ABNT
SANCHES, Luiz Carlos Facundo e CARRION, Ronaldo. Computational study using discrete element method for stress-strain response of geomaterials. Proceedings. Belo Horizonte: Escola Politécnica, Universidade de São Paulo. Disponível em: https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf. Acesso em: 28 nov. 2025. , 2019
APA
Sanches, L. C. F., & Carrion, R. (2019). Computational study using discrete element method for stress-strain response of geomaterials. Proceedings. Belo Horizonte: Escola Politécnica, Universidade de São Paulo. Recuperado de https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf
NLM
Sanches LCF, Carrion R. Computational study using discrete element method for stress-strain response of geomaterials [Internet]. Proceedings. 2019 ;[citado 2025 nov. 28 ] Available from: https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf
Vancouver
Sanches LCF, Carrion R. Computational study using discrete element method for stress-strain response of geomaterials [Internet]. Proceedings. 2019 ;[citado 2025 nov. 28 ] Available from: https://cilamce.com.br/anais/arearestrita/apresentacoes/111/6215.pdf
Artigo de periodico
Comparing blast-induced ground vibration models using ANN and empirical geomechanical relationships (2018)
Iramina, Wilson Siguemasa ; Sansone, Eduardo César ; Wichers, Michiel; Wahyudi, Sugeng; Eston, Sérgio Médici de ; Shimada, Hideki; Sasaoka, Takashi
Source: REM: International Engineering Journal. Unidade: EP
Subjects: VIBRAÇÕES, EXPLOSIVOS EM MINAS, GEOMECÂNICA, REDES NEURAIS
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ABNT
IRAMINA, Wilson Siguemasa et al. Comparing blast-induced ground vibration models using ANN and empirical geomechanical relationships. REM: International Engineering Journal, v. 71, n. ja/mar. 2018, p. 89-95, 2018Tradução . . Disponível em: https://doi.org/10.1590/0370-44672017710097. Acesso em: 28 nov. 2025.
APA
Iramina, W. S., Sansone, E. C., Wichers, M., Wahyudi, S., Eston, S. M. de, Shimada, H., & Sasaoka, T. (2018). Comparing blast-induced ground vibration models using ANN and empirical geomechanical relationships. REM: International Engineering Journal, 71( ja/mar. 2018), 89-95. doi:10.1590/0370-44672017710097
NLM
Iramina WS, Sansone EC, Wichers M, Wahyudi S, Eston SM de, Shimada H, Sasaoka T. Comparing blast-induced ground vibration models using ANN and empirical geomechanical relationships [Internet]. REM: International Engineering Journal. 2018 ; 71( ja/mar. 2018): 89-95.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/0370-44672017710097
Vancouver
Iramina WS, Sansone EC, Wichers M, Wahyudi S, Eston SM de, Shimada H, Sasaoka T. Comparing blast-induced ground vibration models using ANN and empirical geomechanical relationships [Internet]. REM: International Engineering Journal. 2018 ; 71( ja/mar. 2018): 89-95.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1590/0370-44672017710097
Trabalho de evento
Uniaxial compression simulation using discrete elements and parallel processing (2017)
Sanches, Luiz Carlos Facundo; Carrion, Ronaldo ; Lima, Carlos Herácles Moraes de
Source: Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. Conference titles: Iberian Latin-American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EP
Subjects: PROGRAMAÇÃO PARALELA, GEOMECÂNICA
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ABNT
SANCHES, Luiz Carlos Facundo e CARRION, Ronaldo e LIMA, Carlos Herácles Moraes de. Uniaxial compression simulation using discrete elements and parallel processing. 2017, Anais.. Florianópolis: ABMEC, 2017. Disponível em: https://doi.org/10.20906/CPS/CILAMCE2017-0377. Acesso em: 28 nov. 2025.
APA
Sanches, L. C. F., Carrion, R., & Lima, C. H. M. de. (2017). Uniaxial compression simulation using discrete elements and parallel processing. In Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. Florianópolis: ABMEC. doi:10.20906/CPS/CILAMCE2017-0377
NLM
Sanches LCF, Carrion R, Lima CHM de. Uniaxial compression simulation using discrete elements and parallel processing [Internet]. Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. 2017 ;[citado 2025 nov. 28 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0377
Vancouver
Sanches LCF, Carrion R, Lima CHM de. Uniaxial compression simulation using discrete elements and parallel processing [Internet]. Proceedings of the Iberian Latin-American Congress on Computational Methods in Engineering. 2017 ;[citado 2025 nov. 28 ] Available from: https://doi.org/10.20906/CPS/CILAMCE2017-0377
Trabalho de evento
Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations (2015)
Sadowski, Georg Robert
Source: Proceedings of ISRM Congress 2015. Conference titles: International Congress of Rock Mechanics. Unidade: IGC
Subjects: BARRAGENS, BASALTO, GEOMECÂNICA, INTEMPERISMO
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ABNT
SADOWSKI, Georg Robert. Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations. 2015, Anais.. Montreal: ISRM, 2015. Disponível em: https://repositorio.usp.br/directbitstream/dcf76879-4466-467a-aed8-f1adf6b9820c/2879807.pdf. Acesso em: 28 nov. 2025.
APA
Sadowski, G. R. (2015). Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations. In Proceedings of ISRM Congress 2015. Montreal: ISRM. Recuperado de https://repositorio.usp.br/directbitstream/dcf76879-4466-467a-aed8-f1adf6b9820c/2879807.pdf
NLM
Sadowski GR. Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations [Internet]. Proceedings of ISRM Congress 2015. 2015 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/dcf76879-4466-467a-aed8-f1adf6b9820c/2879807.pdf
Vancouver
Sadowski GR. Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations [Internet]. Proceedings of ISRM Congress 2015. 2015 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/dcf76879-4466-467a-aed8-f1adf6b9820c/2879807.pdf
Trabalho de evento-resumo
Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations (2015)
Sadowski, Georg Robert
Source: Abstract booklet. Conference titles: International Congress of Rock Mechanics. Unidade: IGC
Subjects: BARRAGENS, BASALTO, GEOMECÂNICA, INTEMPERISMO
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ABNT
SADOWSKI, Georg Robert. Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations. 2015, Anais.. Montreal: ISRM, 2015. p. 51. Disponível em: https://repositorio.usp.br/directbitstream/8c027908-2939-4b0c-b08b-8bc07a1bb101/2879809.pdf. Acesso em: 28 nov. 2025.
APA
Sadowski, G. R. (2015). Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations. In Abstract booklet (p. 51). Montreal: ISRM. Recuperado de https://repositorio.usp.br/directbitstream/8c027908-2939-4b0c-b08b-8bc07a1bb101/2879809.pdf
NLM
Sadowski GR. Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations [Internet]. Abstract booklet. 2015 ; 51.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/8c027908-2939-4b0c-b08b-8bc07a1bb101/2879809.pdf
Vancouver
Sadowski GR. Problems of large relief or weathered shear joints in granites and basalts in brazilian dam foundations [Internet]. Abstract booklet. 2015 ; 51.[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/8c027908-2939-4b0c-b08b-8bc07a1bb101/2879809.pdf
Trabalho de evento
Geotechnical properties and modeling of mechanical behavior of municipal solid waste (2007)
Vilar, Orêncio Monje ; Machado, Sandro Lemos; Carvalho, Miriam de Fátima; Marques, Afonso Celso Moruzzi
Conference titles: Seminário Geotécnico sobre Aterros de Resíduos. Unidade: EESC
Subjects: RESÍDUOS URBANOS, GEOMECÂNICA
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ABNT
VILAR, Orêncio Monje et al. Geotechnical properties and modeling of mechanical behavior of municipal solid waste. 2007, Anais.. Lisboa: LNEC, 2007. . Acesso em: 28 nov. 2025.
APA
Vilar, O. M., Machado, S. L., Carvalho, M. de F., & Marques, A. C. M. (2007). Geotechnical properties and modeling of mechanical behavior of municipal solid waste. In . Lisboa: LNEC.
NLM
Vilar OM, Machado SL, Carvalho M de F, Marques ACM. Geotechnical properties and modeling of mechanical behavior of municipal solid waste. 2007 ;[citado 2025 nov. 28 ]
Vancouver
Vilar OM, Machado SL, Carvalho M de F, Marques ACM. Geotechnical properties and modeling of mechanical behavior of municipal solid waste. 2007 ;[citado 2025 nov. 28 ]
Trabalho de evento
Influence of time on design parameters of MSW fills (2002)
Mello, Luiz Guilherme Francisco Soares de; Boscov, Maria Eugênia Gimenez
Source: 4th ICEG: proceedings. Conference titles: International Congress on Environmental Geotechnics. Unidade: EP
Subjects: GEOTECNIA, GEOMECÂNICA
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ABNT
MELLO, Luiz Guilherme Francisco Soares de e BOSCOV, Maria Eugênia Gimenez. Influence of time on design parameters of MSW fills. 2002, Anais.. Lisse: A.A. Balkema, 2002. Disponível em: https://repositorio.usp.br/directbitstream/5c1dcdd1-e96c-4312-a8a7-256ed80dea0f/Boscov-2002-influence.pdf. Acesso em: 28 nov. 2025.
APA
Mello, L. G. F. S. de, & Boscov, M. E. G. (2002). Influence of time on design parameters of MSW fills. In 4th ICEG: proceedings. Lisse: A.A. Balkema. Recuperado de https://repositorio.usp.br/directbitstream/5c1dcdd1-e96c-4312-a8a7-256ed80dea0f/Boscov-2002-influence.pdf
NLM
Mello LGFS de, Boscov MEG. Influence of time on design parameters of MSW fills [Internet]. 4th ICEG: proceedings. 2002 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/5c1dcdd1-e96c-4312-a8a7-256ed80dea0f/Boscov-2002-influence.pdf
Vancouver
Mello LGFS de, Boscov MEG. Influence of time on design parameters of MSW fills [Internet]. 4th ICEG: proceedings. 2002 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/5c1dcdd1-e96c-4312-a8a7-256ed80dea0f/Boscov-2002-influence.pdf
Trabalho de evento
The geomechanics and mine planning: a case study (2000)
Merconchini Vega, Hugo Antonio; Ayres da Silva, Lineu Azuaga
Source: Mine planning and equipment selection 2000: proceedings. Conference titles: International Symposium on Mine Planning and Equipment Selection. Unidade: EP
Subjects: MECÂNICA DE ROCHAS, PROCESSAMENTO MINERAL, DESMONTE EM MINAS, COMPUTADORES (APLICAÇÕES), GEOMECÂNICA
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ABNT
MERCONCHINI VEGA, Hugo Antonio e AYRES DA SILVA, Lineu Azuaga. The geomechanics and mine planning: a case study. 2000, Anais.. Rotterdam: Balkema, 2000. Disponível em: https://repositorio.usp.br/directbitstream/7a95f5b8-8c7c-4738-95fd-db32757ecc89/Lineu__1110339.pdf. Acesso em: 28 nov. 2025.
APA
Merconchini Vega, H. A., & Ayres da Silva, L. A. (2000). The geomechanics and mine planning: a case study. In Mine planning and equipment selection 2000: proceedings. Rotterdam: Balkema. Recuperado de https://repositorio.usp.br/directbitstream/7a95f5b8-8c7c-4738-95fd-db32757ecc89/Lineu__1110339.pdf
NLM
Merconchini Vega HA, Ayres da Silva LA. The geomechanics and mine planning: a case study [Internet]. Mine planning and equipment selection 2000: proceedings. 2000 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/7a95f5b8-8c7c-4738-95fd-db32757ecc89/Lineu__1110339.pdf
Vancouver
Merconchini Vega HA, Ayres da Silva LA. The geomechanics and mine planning: a case study [Internet]. Mine planning and equipment selection 2000: proceedings. 2000 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/7a95f5b8-8c7c-4738-95fd-db32757ecc89/Lineu__1110339.pdf
Trabalho de evento
Behaviour of test fill in the Brazilian coast line soft clays (2000)
Mello, Luiz Guilherme Francisco Soares de; Manassero, Mario; Bilfinger, Werner; Pastore, Valeriano; Hachich, Waldemar Coelho
Source: Proceedings. Conference titles: Geotech - Year 2000: Developments in Geotechnical Engineering. Unidade: EP
Subjects: GEOTECNIA, GEOMECÂNICA, PORTOS
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ABNT
MELLO, Luiz Guilherme Francisco Soares de et al. Behaviour of test fill in the Brazilian coast line soft clays. 2000, Anais.. Bangkok, Thailand: Asian Institute of Technology, 2000. Disponível em: https://repositorio.usp.br/directbitstream/3c3538bb-4282-4b44-a047-051465739af7/Mello-2000-Behaviour.pdf. Acesso em: 28 nov. 2025.
APA
Mello, L. G. F. S. de, Manassero, M., Bilfinger, W., Pastore, V., & Hachich, W. C. (2000). Behaviour of test fill in the Brazilian coast line soft clays. In Proceedings. Bangkok, Thailand: Asian Institute of Technology. Recuperado de https://repositorio.usp.br/directbitstream/3c3538bb-4282-4b44-a047-051465739af7/Mello-2000-Behaviour.pdf
NLM
Mello LGFS de, Manassero M, Bilfinger W, Pastore V, Hachich WC. Behaviour of test fill in the Brazilian coast line soft clays [Internet]. Proceedings. 2000 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/3c3538bb-4282-4b44-a047-051465739af7/Mello-2000-Behaviour.pdf
Vancouver
Mello LGFS de, Manassero M, Bilfinger W, Pastore V, Hachich WC. Behaviour of test fill in the Brazilian coast line soft clays [Internet]. Proceedings. 2000 ;[citado 2025 nov. 28 ] Available from: https://repositorio.usp.br/directbitstream/3c3538bb-4282-4b44-a047-051465739af7/Mello-2000-Behaviour.pdf
Artigo de periodico
Boundary element formulation for nonlinear applications in geomechanics (1984)
Venturini, Wilson Sérgio; Brebbia, Carlos Alberto
Source: Applied Mathematical Modelling. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS FINITOS, MÉTODO DOS ELEMENTOS DE CONTORNO, MODELOS MATEMÁTICOS, GEOMECÂNICA
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ABNT
VENTURINI, Wilson Sérgio e BREBBIA, Carlos Alberto. Boundary element formulation for nonlinear applications in geomechanics. Applied Mathematical Modelling, v. 8, n. 4, p. 251-260, 1984Tradução . . Disponível em: https://doi.org/10.1016/0307-904x(84)90159-8. Acesso em: 28 nov. 2025.
APA
Venturini, W. S., & Brebbia, C. A. (1984). Boundary element formulation for nonlinear applications in geomechanics. Applied Mathematical Modelling, 8( 4), 251-260. doi:10.1016/0307-904x(84)90159-8
NLM
Venturini WS, Brebbia CA. Boundary element formulation for nonlinear applications in geomechanics [Internet]. Applied Mathematical Modelling. 1984 ; 8( 4): 251-260.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/0307-904x(84)90159-8
Vancouver
Venturini WS, Brebbia CA. Boundary element formulation for nonlinear applications in geomechanics [Internet]. Applied Mathematical Modelling. 1984 ; 8( 4): 251-260.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1016/0307-904x(84)90159-8
Artigo de periodico
Some applications of the boundary element method in geomechanics (1983)
Venturini, Wilson Sérgio; Brebbia, Carlos Alberto
Source: International Journal for Numerical and Analytical Methods in Geomechanics. Unidade: EESC
Subjects: MÉTODO DOS ELEMENTOS DE CONTORNO, GEOMECÂNICA
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ABNT
VENTURINI, Wilson Sérgio e BREBBIA, Carlos Alberto. Some applications of the boundary element method in geomechanics. International Journal for Numerical and Analytical Methods in Geomechanics, v. 7, n. 4, p. 419-433, 1983Tradução . . Disponível em: https://doi.org/10.1002/nag.1610070405. Acesso em: 28 nov. 2025.
APA
Venturini, W. S., & Brebbia, C. A. (1983). Some applications of the boundary element method in geomechanics. International Journal for Numerical and Analytical Methods in Geomechanics, 7( 4), 419-433. doi:10.1002/nag.1610070405
NLM
Venturini WS, Brebbia CA. Some applications of the boundary element method in geomechanics [Internet]. International Journal for Numerical and Analytical Methods in Geomechanics. 1983 ; 7( 4): 419-433.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1002/nag.1610070405
Vancouver
Venturini WS, Brebbia CA. Some applications of the boundary element method in geomechanics [Internet]. International Journal for Numerical and Analytical Methods in Geomechanics. 1983 ; 7( 4): 419-433.[citado 2025 nov. 28 ] Available from: https://doi.org/10.1002/nag.1610070405

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