机译:横向荷载下大直径嵌岩桩的性状
Center for Marine Geotechnical Engineering, Department of Civil Engineering,Shanghai Jiao Tong University, Shanghai, China;
Center for Marine Geotechnical Engineering, Department of Civil Engineering,Shanghai Jiao Tong University, Shanghai, China;
The Third Harbor Engineering Investigation and Design Institute,China Transportation Engineering, Shanghai, China;
Division of Civil Engineering, University of Dundee, Dundee, United Kingdom;
large-diameter; rock-socketed; CFST piles; horizontal capacity; pile-soil interface; load test; FEM;
机译:基于极限载荷测试的大直径摇杆桩承载特性
机译:基于自平衡方法及其载荷轴承特性的大直径凿岩式钻孔桩的现场试验
机译:斜坡与覆盖层对大直径岩壁桩轴承行为的影响
机译:大直径嵌岩桩在侧向荷载作用下的行为
机译:循环横向载荷下模型尺度岩石插座桩的有限元建模
机译:砂土侧向荷载作用下桩间距效应的试验研究
机译:双向桩载荷试验中观察到岩壁桩的皮肤摩擦和最终轴承电阻
机译:桩群研究:桩群桩荷载和桩侧向稳定性及桩帽对群桩侧向承载力的影响。