The use of geocomposite as compressible layer to reduce vertical stress on buried structures (2010)
Conference titles: International Conference on Geosynthetics. Unidade: EESCSubjects: TENSÃO DOS MATERIAIS, GEOSSINTÉTICOS, MÉTODO DOS ELEMENTOS FINITOS
ABNT
PLÁCIDO, Rafael Ribeiro e BUENO, Benedito de Souza. The use of geocomposite as compressible layer to reduce vertical stress on buried structures. 2010, Anais.. Guarujá: Escola de Engenharia de São Carlos, Universidade de São Paulo, 2010. . Acesso em: 13 nov. 2024.APA
Plácido, R. R., & Bueno, B. de S. (2010). The use of geocomposite as compressible layer to reduce vertical stress on buried structures. In . Guarujá: Escola de Engenharia de São Carlos, Universidade de São Paulo.NLM
Plácido RR, Bueno B de S. The use of geocomposite as compressible layer to reduce vertical stress on buried structures. 2010 ;[citado 2024 nov. 13 ]Vancouver
Plácido RR, Bueno B de S. The use of geocomposite as compressible layer to reduce vertical stress on buried structures. 2010 ;[citado 2024 nov. 13 ]