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隧道建设(中英文) ›› 2015, Vol. 35 ›› Issue (S1): 41-47.DOI: 10.3973/j.issn.1672-741X.2015.S1.009

• 研究与探索 • 上一篇    下一篇

石家庄轨道交通1号线盾构开挖引起地表沉降分析

杨三龙, 王海江   

  1. (中铁七局集团第三工程有限公司, 陕西 西安 710032)
  • 收稿日期:2015-05-22 修回日期:2015-06-02 出版日期:2015-07-20 发布日期:2015-08-17
  • 作者简介:杨三龙(1983—),男, 陕西西安人,2006年毕业于西南交通大学,土木工程专业,本科,工程师,现从事轨道交通建设工作。

Analysis on Ground Surface Settlement Caused by Shield Tunneling: Case Study on Line 1 of Shijiazhuang Metro

YANG Sanlong, WANG Haijiang   

  1. (The Third Engineering Co., Ltd. of China Railway Seventh Group, Xi’an 710032, Shaanxi, China)
  • Received:2015-05-22 Revised:2015-06-02 Online:2015-07-20 Published:2015-08-17

摘要:

地表沉降是盾构施工的重要控制指标之一,石家庄市城市轨道交通1号线一期工程施工期间,在盾构掘进参数均满足设计要求的情况下,隧道出现单日沉降速率达到预警值,而累计沉降量均未预警的情况,文章从地下水损失、盾构土仓压力、同步注浆不足、浆液性能差和地层自稳性共5个方面分析了地表沉降的原因,并以2014年6月15日体育场站—北宋站区为例进行了详细分析。最后针对石家庄所处的粉细砂、细中砂、中粗砂等所引起的沉降量进行了分析。

关键词: 石家庄轨道交通, 盾构, 地表沉降

Abstract:

Ground surface settlement is one of the most important parameters that should be well controlled in shield tunneling. During the construction of Line 1 of Shijiazhuang Metro, the settlement on some specific days reaches the alert value, however, the accumulated settlement value does not reach the alert value, although the shield boring parameters meet the design requirements. In the paper, the causes for the ground surface settlement are analyzed in terms of excavation chamber pressure, simultaneous grouting, grout performance and ground stability, with the data of the running tunnel from Stadium station to Beisong station measured on June 15, 2014 as examples. Finally, the ground settlement under the fine silt sand strata, finemedium sand strata and mediumcoarse sand strata in Shijiazhuang are analyzed. 

Key words: Shijiazhuang Metro, shield, surface settlement

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