Numerical simulation of foundation deformation under asymmetrical loading with the finite element method was performed by use of the Cam-Clay model and the Ohta-Sekiguchi model.

• 摘要用剑桥模型和关口太田模型对偏载作用下的地基变形进行了有限元数值模拟，并结合真三轴试验成果比较分析了这2种模型柔度矩阵的特点。