Bearing capacity and settlement of super large pile-cap and pile foundation were thoroughly analyzed with numerical analytical results validated by centrifugal model test.
Bearing capacity and settlement of super large pile-cap and pile foundation were thoroughly analyzed with numerical analytical results validated by centrifugal model test.
在用离心模型试验成果验证数值分析的正确性下，用其数值分析成果进一步深入分析群桩基础的承载变形特性。