The measured results of settlement depth for foundations with different breadth,soil deformation area around pile and foundation,interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interactio
The measured results of settlement depth for foundations with different breadth,soil deformation area around pile and foundation,interaction coefficient of double pile and load distribution on pile top beneath cap illustrate that the effects of interactio
不同基宽压缩层深度、基础和桩侧土变形范围、双桩相互影响系数以及桩顶荷载分布的测试结果说明，土－土、桩－土、桩－桩相互作用效应较连续介质弹性理论值明显弱化。