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机译:地球合式式加强桩支撑的堤防 - 3D离散数值分析互动和动员机制
Heriot Watt Univ Sch Energy Geosci Infrastruct & Soc Edinburgh Midlothian Scotland|Univ Tokyo Dept Civil Engn Tokyo Japan;
Norwegian Univ Sci & Technol Dept Civil & Environm Engn Trondheim Norway;
Univ Grenoble Alpes 3SR Grenoble INP CNRS F-38000 Grenoble France;
Univ Grenoble Alpes 3SR Grenoble INP CNRS F-38000 Grenoble France|Antea Grp Antony France|Hefei Univ Technol Sch Automot & Transportat Engn Hefei Peoples R China;
Piled embankment; Geosynthetic; Numerical analysis; Soil arching; Soil-structure interaction; Load transfer mechanism; Discrete element model; Design methods;
机译:循环荷载下土工加筋桩支撑路堤的3D建模
机译:循环载荷下土工合成加强桩支撑堤防的3D建模
机译:地磁增强桩支撑堤的同心拱门模型的数值验证:适用性与限制
机译:土工合成材料桩支撑路堤的3D数值建模-应力和位移分析
机译:土工合成材料加筋桩路堤的数值模拟
机译:微泡-容器相互作用和诱导应力的机制:数值研究
机译:地球合成加强桩支护堤防堤防在软接地改善解决方案中的行为研究