Department of Civil Engineering,Beihang University,Haidian District,Beijing,100191,China;
School of Civil,Environmental and Chemical Engineering.Royal Melbourne Institute of Technology,Melbourne,Vic3001,Australia;
Department of Civil Engineering,Beihang University,Haidian District,Beijing,100191,China;
strength reduction; UH Model; slope safety factor; weak interlayer;
机译:旋转-平移机制用于弱夹层边坡上限稳定分析
机译:弱层间在露天坡度对稳定性影响的研究
机译:不同降雨条件下弱夹层顺层岩质边坡失稳过程模型试验
机译:基于旋转-平移组合机制的降雨条件下弱夹层斜坡三维稳定极限分析
机译:弱岩体斜坡的稳定性与故障机制
机译:渗流和薄弱夹层对围岩破坏模式的影响:模型试验和数值分析
机译:岩石坡与防浸弱层间的动态响应及其影响因素