机译:抗拉伸强度截止地震诱导的斜坡位移
Cent South Univ Sch Civil Engn 22 Shaoshan South Rd Changsha 410075 Hunan Peoples R China;
Cent South Univ Sch Civil Engn 22 Shaoshan South Rd Changsha 410075 Hunan Peoples R China;
Cent South Univ Sch Civil Engn 22 Shaoshan South Rd Changsha 410075 Hunan Peoples R China;
Cent South Univ Sch Civil Engn 22 Shaoshan South Rd Changsha 410075 Hunan Peoples R China;
Cent South Univ Sch Civil Engn 22 Shaoshan South Rd Changsha 410075 Hunan Peoples R China;
Earthquake-induced slope displacements; Tensile strength cut-off; Upper-bound limit analysis; Improved failure mechanism; Critical seismic acceleration; Discretization technique;
机译:用拉伸强度切断硬质土/软岩石斜坡三维稳定性分析
机译:具有抗拉强度极限的内聚回填中增强的3D斜坡所需的土工合成材料强度
机译:抗渗强度受渗流影响的加固边坡中土工合成材料的要求强度
机译:抗拉强度极限下土体边坡地震激励的结果
机译:利用空间相关矢量强度测度分析地震诱发的边坡位移
机译:地震引起的土壤位移及其对恢复的影响
机译:考虑土壤后峰值强度的自然坡度的位移分析
机译:高塑性粘土土坡长期211稳定性的抗剪强度相关性和补救措施指南