边坡地基承载的力学特性研究

The research on the mechanical properties of the side slope foundation's loading capacity

利用大型有限元程序ANSYS,对边坡地基进行了有限元计算,分析了边坡地基土体应力、应变及塑性区的分布和发展情况,在此基础上研究其破坏模式,对解决工程建设中的实际问题具有重要的意义。

By using the large-scale finite element program ANSYS, the paper undertakes the finite calculation on the side slope foundation, analyzes the distribution and development situation of the soil body stress, the strain and the plastic zone, and researches on the damage model on the basis of the above-mentioned, so it is significant for solving the factual problems in the project construction.