摘要
为保证新建通道零距离下穿长久运营地铁的施工稳定,以北京地铁东四十条站横通道零距离下穿运营2号线西北口为例,采用数值模拟和现场监测,研究了零距离下穿施工中深孔注浆和千斤顶支顶的变形控制效果,研究成果可为地铁工程改扩建施工提供参考。
For the stability of zero-distance crossing of new channels under subways in operation,the zero-distance crossing of Dongsi Shitiao Station of the metro line in Beijing under the northwest entrance of the Line 2 in operation was taken as an example.The deformation control effect of deep hole grouting and jacking in zero-distance crossing was studied by numerical simulation and on-site monitoring.Research results can be used for reference in subway reconstruction and expansion.
作者
白守兴
袁铁刚
董万龙
王晓伟
BAI Shou-xing;YUAN Tie-gang;DONG Wan-long;WANG Xiao-wei(BCEG Civil Engineering Co.,Ltd.,100085,Beijing,China)
出处
《建筑技术》
2023年第15期1808-1811,共4页
Architecture Technology
关键词
零距离下穿
运营地铁施工
深孔注浆
千斤顶支顶
数值模拟
zero-distance crossing
subway in operation
deep hole grouting
jacking
numerical simulation