摘要
基于Midas GTS软件对广州某深基坑开挖过程进行数值模拟,考虑渗流作用的影响,对比分析了两种情况下基坑开挖过程中周边地表沉降变形、围护结构水平位移的变化规律,并与现场地面沉降调查结果进行比较。结果表明,地下水渗流作用在基坑降水开挖过程中有显著影响。
Based on the Midas GTS software,the numerical simulation of the excavation process of a deep foundation pit in Guangzhou was carried out.Considering the influence of seepage,the change law of the surrounding surface settlement deformation and the horizontal displacement of the enclosure structure during the excavation of the foundation pit under the two conditions was compared.The results show that groundwater seepage has significant influence on the dewatering process offoundation pit.
作者
温世聪
周汇智
WEN Shi-cong;ZHOU Hui-zhi(Guangdong Provincial Academy of Building Research Group Co.Ltd.,Guangzhou 510500,China;Guangdong Construction Engineering Quality Safety Testing Head Station Co.Ltd.,Guangzhou 510500,China)
出处
《工程建设与设计》
2024年第6期16-19,共4页
Construction & Design for Engineering
关键词
基坑降水
数值模拟
Midas
GTS
变形特性
foundation pit precipitation
numerical simulation
Midas GTS
deformation properties