期刊论文

中文

四川建材

1672-4011

2023

49

07

60-62

本校为第一机构

地下连续墙在成墙过程中，需要导墙定位和护壁，因此，对于钢板式导墙的变形控制很有必要。以某地下连续墙项目为研究对象，结合工程实例和参数，利用ABAQUS有限元模型对导墙的变形做模拟分析，分析得出在常规的施工过程中，钢板导墙侧板变形量最大为0.017 m,沉降量最大为0.029 m,分析结果符合工程要求，可以很好地满足施工需求，为钢板导墙的设计与施工提供了依据。

In the process of forming an underground diaphragm wall,the guide wall needs to be positioned and protected,so it is necessary to control the deformation of the steel plate guide wall.Taking an underground diaphragm wall project as the research object,combined with engi...MORE In the process of forming an underground diaphragm wall,the guide wall needs to be positioned and protected,so it is necessary to control the deformation of the steel plate guide wall.Taking an underground diaphragm wall project as the research object,combined with engineering examples and parameters,the ABAQUS finite el...