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新建通道零距离下穿运营地铁施工变形控制技术 被引量:1

CONSTRUCTION DEFORMATION CONTROL TECHNOLOGY FOR ZERO-DISTANCE CROSSING OF NEW CHANNEL UNDER SUBWAY IN OPERATION
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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
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