Finite element analysis incorporated with a highly nonlinear 3-D anisotropic elastic viscoplastic (EVP) model is performed for a deep cement mixing (DCM) column improved marine clay foundation.

• 应用一个高度非线性的三维各向异性粘弹塑性(EVP)模型及有限元法,对一水泥土桩(CDM)加固海洋土的复合地基进行数值模拟。