深基坑地下连续墙变形及受力特性研究分析

摘要

On the basis of summary and analysis on underground continuous wall design theory and method, using the phosphor elastic foundation beam software calculation and analysis of the thickness and m value of underground continuous wall, the influence of suppor%在总结分析地下连续墙设计理论及方法的基础上,利用启明星弹性地基梁软件计算分析地连墙厚度、m值、支撑刚度以及插入比对地连墙变形及内力的影响,计算结果显示,m值对地下连续墙的变形及内力影响较大且受主观影响较大。