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软土基坑的ANSYS建模及有限元分析
引用本文:周卫霞,邱勇,杨添平. 软土基坑的ANSYS建模及有限元分析[J]. 山西建筑, 2010, 36(28): 65-66
作者姓名:周卫霞  邱勇  杨添平
作者单位:云南农业大学水利水电与建筑学院,云南昆明,650201
摘    要:结合实际的软土基坑工程,采用ANSYS二次开发程序对软土基坑支护工程进行模拟,分析和研究软土基坑的应力应变情况,并将模拟成果与监测数据进行比较,二者吻合情况良好,表明数值模拟分析成果合理,对同类工程设计及施工具有一定的指导意义。

关 键 词:软土基坑  数值模拟  应力应变监测  工程应用

On ANSYS model of soft soil foundation pit and finite elementary analysis
ZHOU Wei-xia,QIU Yong,YANG Tian-ping. On ANSYS model of soft soil foundation pit and finite elementary analysis[J]. Shanxi Architecture, 2010, 36(28): 65-66
Authors:ZHOU Wei-xia  QIU Yong  YANG Tian-ping
Affiliation:ZHOU Wei-xia QIU Yong YANG Tian.ping
Abstract:By combining with the soft soil foundation pit project, the paper introduces the simulation for the soft soil foundation pit support project by adopting ANSYS secondary development program, analyzes and researches the stressed situation for the soft soil foundation pit, compares the simulation results and supervision data, and concludes that the two data are basically anastomosis, displays the numerical simulation analysis is reasonable, so as to provide the direction for the similar project design and construction.
Keywords:soft soil foundation pit   numerical simulation   stressed supervision   engineering application
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