CAJ | 학술논문

鉴于城市施工的基坑周围分布众多的构筑物，必须严格控制因开挖引起的地表沉降。本文通过对合肥地铁二号线潜山路站一期基坑地表沉降监测数据进行分析，并结合数值模拟，探讨了基坑开挖过程中地表沉降的相关规律，为后续的施工提供指导和建议。
감우성시시공적기갱주위분포음다적구축물，필수엄격공제인개알인기적지표침강。본문통과대합비지철이호선잠산로참일기기갱지표침강감측수거진행분석，병결합수치모의，탐토료기갱개알과정중지표침강적상관규률，위후속적시공제공지도화건의。
In view of many structures around the foundation pit in the city , it must be strictly controlled that the ground settlement caused by excavating .Based on the first part of foundation pit at Qianshan Road Station of number 2 subway in Hefei , we discussed the related rules of ground settlement during excavating process through the analysis of the ground settlement data by numerical simulation .The results should be provided guidance and suggestions for the follow‐up construction .