机译:计算桩基路堤土工合成材料最大应变的新型2D-3D转换方法
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China|Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China;
Univ Kansas, Dept Civil Environm & Architectural Engn, Lawrence, KS 66045 USA;
Geosynthetics; GRPS embankment; 3-D effect; Maximum strain; Conversion method;
机译:一种新的2D-3D转换方法,用于计算桩支撑堤中的地球合成增强最大菌株
机译:桩基路堤的土工合成加固
机译:桩承式路堤土工合成材料加固分析。第一部分:3D平板模型
机译:土工合成材料和桩支撑路堤内基础沉降和土工合成变形的实验研究
机译:土工合成材料加筋桩路堤的数值模拟
机译:桩承式路堤土工加筋分析的简化方法
机译:土工加筋桩支撑路堤现有设计方法综述
机译:用土工合成材料拉伸加固多边形地基路堤