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饱和老黄土地区盾构隧道地层扰动规律研究

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结合西安市地铁 8 号线堡子村站—杨家庄站区间盾构隧道工程,布置掌子面水平位移和地表沉降监测点,采用现场实测方法,监测不同盾构土仓压力下掌子面水平位移和地表沉降发展规律,分析饱和老黄土受盾构施工影响导致的扰动大变形问题.研究结果表明,提高土仓压力有利于改善地表横向最大沉降;当土仓压力不大于水土压力时,增加土仓压力可缩小盾构横向扰动范围;当土仓压力大于水土压力时,增加土仓压力对盾构横向扰动范围的缩小并无明显改善作用.
Study on Disturbance Law of Shield Tunnel in Saturated Old Loess Area
Combined with the shield tunnel project between Baozicun Station and Yangjiazhuang Station of Xi'an Subway Line 8,the monitoring points of horizontal displacement and surface settlement of the tunnel heading face are arranged.The field measurement method was used to monitor the horizontal displacement and surface settlement of the tunnel heading face under different shield chamber earth pressure,and the large deformation of the saturated old loess caused by the influence of shield construction was analyzed.The research results show that increasing the chamber earth pressure is beneficial to improve the maximum lateral settlement of the surface.When the chamber earth pressure is not greater than the water and soil pressure,increasing the chamber earth pressure can reduce the lateral disturbance range of the shield.When the chamber earth pressure is greater than the water and soil pressure,increasing the chamber earth pressure has no significant effect on the reduction of the lateral disturbance range of the shield.

tunnelsshieldsheading facesurfacedeformationmonitoring

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中铁十八局集团第三工程有限公司,河北 保定 072750

隧道 盾构 掌子面 地表 变形 监测

中国铁建科研开发计划中铁十八局集团有限公司科技创新项目

2019-B04C22-10

2024

施工技术(中英文)
亚太建设科技信息研究院 中国建筑设计研究院 中国建筑工程总公司 中国土木工程学会

施工技术(中英文)

影响因子:1.244
ISSN:2097-0897
年,卷(期):2024.53(9)
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