机译:砂岩残余土的各向异性剪切强度
A.V.D. Bica,1 L.A. Bressani, and F. Gobbi. Federal University of Rio Grande do Sul, Department of Civil Engineering, Ave. OswaldoAranha, 99, Porto Alegre, RS CEP 90035-190, Brazil.D. Vendramin. Medabil VDSA, Rua Pinheiro Machado, 87, Nova Bassano, RS 95340-000, Brazil.F.B. Martins. Lutheran University of Brazil, Department of Environmental Engineering, Ave. Farroupilha, 8001 – Building 11, Canoas,RS 92450-900, Brazil.P.M.V. Ferreira. University of London, Department of Civil Engineering, Gower Street, London WC1E 6BT, United Kingdom.;
residual soil, anisotropy, yield surface, undrained collapse, triaxial test.;
机译:吸力环剪切试验测定非饱和土的残余剪切强度
机译:管道岩土工程中细粒土的排水峰值和残余界面抗剪强度
机译:低有效法向应力下细颗粒土和土-固界面的残余抗剪强度
机译:各向异性纤维增强土抗剪强度的简单表达
机译:中低有效法向应力下细颗粒土和土-固体界面的排水残余剪切强度:分析和应用。
机译:三峡水库超固结和剪切速率对粉质砂土残余强度的影响
机译:剪切率对黄土地区三层土壤残余强度特征的影响
机译:用重构材料估算土壤完全软化剪切强度的试验程序。