摘要
结合土结构性理论 ,采用土结构弹塑性损伤模型 ,通过典型算例有限元分析 ,探讨软土地基性状 ,较好地解释工程实践中某些问题 .
On the basis of the theory of soil structure property, the behaviors of softclay ground are discussed and the problems in engineering practice well illustrated in this paper through the analysis of a typical example by means of FEM.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2001年第5期89-92,共4页
Journal of Fuzhou University(Natural Science Edition)
基金
福建省科技三项基金资助项目 (K2 0 0 10 2 5 )
