CAJ | 학술논문

广州某地铁站处于广州市繁华路段的三岔路口，周边环境复杂，平均开挖深度为24．0m，属于超深基坑．采用连续墙加内支撑的支护方式，采取详细监测方案，实施信息化施工，文章重点对施工过程中侧向变形和内支撑轴力的监测结果进行分析，确保施工过程的工程安全，可供同类工程借鉴．
엄주모지철참처우엄주시번화로단적삼차로구，주변배경복잡，평균개알심도위24．0m，속우초심기갱．채용련속장가내지탱적지호방식，채취상세감측방안，실시신식화시공，문장중점대시공과정중측향변형화내지탱축력적감측결과진행분석，학보시공과정적공정안전，가공동류공정차감．
A station of Guangzhou Subway is in the downtown areas of three fork roads and circumjacent envi- ronment is complex, the average depth is 24.0 m and belongs to the deep foundation pit. Internal support of dia- phragm wall form is used. This paper mainly focuses on the construction process of the lateral deformation and strut axial forces within the monitoring results, ensuring the safety of the construction process and the experience can be a reference for similar projects.