摘要
对南京地铁珠～鼓区间建筑楼群下软～流塑地层区间隧道施工动态进行了动态模拟计算,论述了双孔浅埋隧道施工地表、地层沉降规律,并与实测结果进行了对比分析.
By numerical calculation,the paper discusses the ground surface settlement and the surrounding rock mass displacement of the double-tube subway tunnel in soft-flow muddy stratum of the building region between the Zhu and Gu Districts in Nanjing, in the process of underground construction. Finally, the results of calculation and the site measurement are compared and analyzed.
出处
《国防交通工程与技术》
2004年第3期32-35,共4页
Traffic Engineering and Technology for National Defence
