摘要
为分析地铁车站基坑开挖时支撑失效对地下连续墙的影响,结合浙大国际学院地铁车站进行监测和有限元模拟,并对地下连续墙支撑失效时对墙体变形、支撑轴力、地表沉降的影响进行了分析。结果表明:模拟结果与实际监测结果相符;支撑失效对基坑的危害性呈现从第四道支撑到第一道支撑递增的情况。
In order to analyze the influence of support failure on the underground continuous wall during excavation of the subway station foundation pit,the paper combines the monitoring analysis and numerical simulation analysis of the Zhejiang University International College subway station;the effects of wall continuous wall support failure on wall stress and deformation,support axial force and surface settlement are analyzed.The results show that the simulation results are consistent with the actual monitoring results;the hazard of support failure presents a situation from the fourth support to the first support increase.
作者
张晋
梁诗雪
Zhang Jin;Liang Shixue(School of Civil Engineering and Architecture,Zhejiang Sci-Tech University,Hangzhou 310018,China)
出处
《建筑结构》
CSCD
北大核心
2019年第S02期854-858,共5页
Building Structure
基金
浙江省重点研发计划项目装配式混凝土工业化建筑安全评价关键技术及应用(2018C03033-2)
浙江省自然科学基金项目(LQ18E080009).
关键词
地下连续墙
墙体变形
支撑轴力
支撑失效
地表沉降
underground continuous wall
wall deformation
support axial force
support failure
surface settlement
