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.

 
  • 應用一個(gè)高度非線(xiàn)性的三維各向異性粘彈塑性(EVP)模型及有限元法,對一水泥土樁(CDM)加固海洋土的復合地基進(jìn)行數值模擬。
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