机译:路堤在软土地基上诱发的破坏面特征
BON E&C Co., Ltd. B-610, Seongnam Woorim Lions Vally 2, 146-8, Jungwon-gu, Seongnam-si, Gyeonggi-do, 462-120, Republic of Korea;
Department of Civil Engineering, Inha University, 100 Inha-ro, Nam-gu, Incheon, 402-751, Republic of Korea;
Department of Civil Engineering, Inha University, 100 Inha-ro, Nam-gu, Incheon, 402-751, Republic of Korea;
Department of Civil and Environmental Engineering, College of Urban Science, University of Incheon, Incheon, 406-840, Republic of Korea Head of Center, Incheon Disaster Prevention Research Center, University of Incheon, 406-840, Republic of Korea;
trial embankment; pore pressure coefficient B; lateral movement; failure surface; continuum analysis;
机译:路堤荷载作用下超软土地面的大规模变形模拟及残余沉降与破坏的有效对策研究
机译:预测软土地基路堤即将发生的破坏
机译:路堤基础失稳时发生地表应变
机译:PVD稳定软土地基上加筋路堤破坏的案例研究
机译:深层搅拌柱改善了软土路堤的破坏机理和稳定性图表。
机译:用于粗糙柔软磨碎的多通柔性磁力抛光刷的表面评价60/40黄铜
机译:路堤荷载作用下超软粉土地面的大变形模拟及残余沉降与破坏的有效对策研究