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机译:两层无粘性土层表面两角形基础干扰的试验研究
Department of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur-208 016, India;
Department of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur-208 016, India;
Department of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur-208 016, India;
Department of Civil Engineering, Indian Institute of Technology, Kanpur, Kanpur-208 016, India;
Layered soil; Interference effect; Square and rectangular footing; Bearing capacity; Model test;
机译:层状粘聚土上相邻桩间干扰的实验研究。
机译:分层粘性土相邻基础干扰的实验研究
机译:相邻两个带状表层基脚对无粘性层状土壤的干扰作用
机译:嵌入无粘性纤维增强基础土床中的两个间距很小的条形基础的干扰
机译:具有地下空隙的两层土壤沉积物支撑的浅连续基础的稳定性
机译:干扰角回旋活动调节α节律的静止状态
机译:轴承能力和圆形脚踏围绕综合砂床沉降的实验研究
机译:无粘性土陡坡基础极限承载力的离心模型试验研究