机译:部分加筋浮球单桩的减沉刚度效应
Civil Engineering Department, University Department, Rajasthan Technical University, Kota, Rajasthan 324010, India;
Civil Engineering Department, University Department, Rajasthan Technical University, Kota, Rajasthan 324010, India;
Civil Engineering Department, University Department, Rajasthan Technical University, Kota, Rajasthan 324010, India;
Relative stiffness of granular pile; Settlement reduction factor; Percentage length of stiffening of pile from top; Stiffening factor;
机译:分析与沉降部分加强的单身和两组浮粒桩
机译:一组两组,三和四个部分加强浮粒桩的分析与结算研究
机译:悬浮颗粒桩土非线性非均质性对沉降的影响
机译:应力相关变形模量的单个颗粒桩顶部的加劲效果分析
机译:可重复使用的仪器测试桩,用于改善粒状土壤中的桩设计
机译:平底料斗和料斗中颗粒流动和桩形成的模拟及实验验证
机译:错误:非均匀单颗粒桩的结算分析