机译:各向异性细粒土中边坡不排水稳定性的数值模拟
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China;
Department of Civil and Environmental Engineering, Universitat Politecnica de Catalunya, Barcelona Tech, Barcelona, Spain;
Department of Civil and Environmental Engineering, Universitat Politecnica de Catalunya, Barcelona Tech, Barcelona, Spain;
Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, China;
Slope stability; fine-grained soils; anisotropy; undrained strength;
机译:各向异性细粒土壤斜坡稳定性的数值模拟
机译:细粒土中不排水孔洞扩展的数值研究
机译:细粒土中不排水孔洞扩展的数值研究
机译:不排水土壤的球形破裂面平面边坡稳定性
机译:软土中不排水渗透的数值模拟和预测模型。
机译:考虑砾石层非线性流动特性的边坡自由表面和水流入的数值模拟:一个案例研究
机译:软土不排水渗透的数值模拟与预测模型
机译:潜艇边坡稳定性风险评估:滑动土体周围流动的数值模拟