摘要
本文通过运用ANSYS12.0对水平承载桩分别在均质土体和分层土体中的非线性有限元分析,研究桩在水平荷载下的位移和应力分布,并且对两种不同的模拟方法进行对比,以便对水平承载桩在不同工程背景下选择相对应的模拟方法。
The passage analysises the nonlinear finite element about the horizontal beating poles in the case of the Homogeneous soil and other case of the stratified soil with ANSYS. The displacement and stress contours of pile are considered, and the paper compares the two different simulation methods to change the tight method which fits the corresponding case.
出处
《港工技术》
2014年第4期24-27,共4页
Port Engineering Technology
