摘要
以实际工程——地下连续墙的监测数据为背景,通过通用有限元软件ANSYS,建立其有限元模型,模拟基坑在开挖过程中的水平位移。最后通过监测值与实际值的对比,分析ANSYS用于模拟地下连续墙支护结构的方法和适用性。
According to the monitoring data of the underground diaphragm wall in an actual project,the FEA model of the underground continuous wall based on the general-purpose finite element software ANSYS is established,to simulate the horizontal displacement in the process of excavation of pit.Then by comparing the calculation data with the monitoring ones,the method and applicability of ANSYS in simulating underground diaphragm wall structure is analyzed.
出处
《科学技术与工程》
2011年第32期8073-8076,8092,共5页
Science Technology and Engineering
关键词
ANSYS
地下连续墙
监测
数值模拟
ANSYS underground diaphragm wall monitoring values numerical simulation