CAJ | 학술논문

结合江苏银行苏州分行园区办公大楼基坑工程，利用有限元软件 ANSYS 建立了三维计算模型，对基坑的开挖、围护引起临近的地铁隧道的变形性状进行了三维非线性有限元分析，从隧道的垂直沉降、水平方向变形等角度探讨了基坑开挖、围护对临近地铁隧道的影响，分析方法和所得结论可为该工程的设计与施工提供有益的科学依据。
결합강소은행소주분행완구판공대루기갱공정，이용유한원연건 ANSYS 건립료삼유계산모형，대기갱적개알、위호인기림근적지철수도적변형성상진행료삼유비선성유한원분석，종수도적수직침강、수평방향변형등각도탐토료기갱개알、위호대림근지철수도적영향，분석방법화소득결론가위해공정적설계여시공제공유익적과학의거。
Combining with the park office building foundation pit engineering of Suzhou branch of Jiangsu bank, this paper established three-di-mensional calculation model using finite element software ANSYS, made three-dimensional nonlinear finite element analysis on the deformation of near metro tunnel caused by foundation pit excavation, retaining, discussed the influence of foundation pit excavation, retaining to near metro tunnel from tunnel vertical settlement, horizontal deformation and other angles, the analysis method and conclusion provided beneficial scientific reference for the engineering design and construction.