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机译:各向异性初始应力下饱和土中不排水圆柱孔扩张的解析解
College of Civil and Transportation Engineering, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
College of Civil and Transportation Engineering, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
College of Civil and Transportation Engineering, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
College of Civil and Transportation Engineering, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China;
Analytical solution; Undrained; Cylindrical cavity expansion; Anisotropic initial stress;
机译:改性Cam-Clay土壤中不介绍的圆柱腔膨胀:考虑双轴原位应力的半分析解决方案
机译:各向异性改性凸轮粘土中圆柱孔不排水膨胀的应力转换方法
机译:K_0综合各向异性土壤中圆柱形腔的不推迟扩增的相似解
机译:存在轴摩擦和各向异性初始应力的圆柱孔在粘土中的准静态不排水膨胀
机译:土壤空气渗透率和饱和导水率:各向异性土壤中土壤核磁通量仪,火灾后土壤物理变化和三维气流模型的发展
机译:基于球面和圆柱孔扩展模型的混凝土目标穿透深度预测
机译:各向异性临界状态土壤中不驱的圆柱腔膨胀
机译:粘土中圆柱腔的不排水平面应变膨胀:压力计试验的简单解释,