盾构隧道动态施工诱发地面沉降试验研究

doi:10.16265/j.cnki.issn1003-3033.2017.11.020

中国安全科学学报 ›› 2017, Vol. 27 ›› Issue (11): 116-120.doi: 10.16265/j.cnki.issn1003-3033.2017.11.020

盾构隧道动态施工诱发地面沉降试验研究

朱逢斌¹ 高级工程师, 缪林昌² 教授, 林水仙³ 工程师

1 相城区建设工程质量监督站,江苏苏州 215131
2 东南大学岩土工程研究所,江苏南京 210096
3 高铁新城经济发展有限公司,江苏苏州 215131

收稿日期:2017-08-10 修回日期:2017-10-15
作者简介:朱逢斌 (1981—),男,江苏太仓人,博士,高级工程师,主要从事地下工程研究与建设工程质量安全管理工作。E-mail:zfb_njfu@hotmail.com。

Experimental study on ground settlement caused by dynamic shield tunneling

ZHU Fengbin¹, MIAO Linchang², LIN Shuixian³

1 Construction Engineering Quality Supervision Station of XiangCHENG District, Suzhou Jiangsu 215131, China
2 Institute of Geotechnical Engineering, Southeast University, Nanjing Jiangsu 210096, China
3 High-speed Rail New Town Economic Development Co. , Ltd. , Suzhou Jiangsu 215131, China

Received:2017-08-10 Revised:2017-10-15

摘要/Abstract

摘要： 为准确预测盾构隧道动态开挖引起的地层变位,采用自行研制的室内模型试验装置对不同地层损失率条件下砂土中盾构隧道动态开挖进行室内模型试验。研究结果表明:不同地层损失率条件下,盾构开挖面超越监测断面将引起天然砂土地面沉降陡增,其增幅随地层损失率增大而增大;当开挖面超出监测断面约2倍隧道直径时,砂土地面沉降随盾构推进趋于稳定,且稳定砂土地面沉降槽宽度随地层损失率增大而减小。

关键词: 盾构隧道, 室内模型试验, 砂土, 地层损失率, 沉降分布曲线, 沉降槽宽度

Abstract: For the sake of predicting the ground settlement due to dynamic shield tunneling exactly, an independently developed test device was used to simulate the dynamic construction of shield tunnel under different ground loss rates. The results show that with different ground loss rate, shield excavation face passing the monitoring cross section will cause sand ground settlement increase rapidly,no matter what the ground loss rate may be, and its growth will increase with the increasing of ground loss rate, and that when shield excavation face passes the monitoring cross section by about two times of tunnel diameter, sand ground settlement will be stabilized with advancing of shield tunneling, and the stable sand ground settlement groove width decreases with the increasing of ground loss rate.

Key words: shield tunnel, laboratory model test, sand ground, ground loss rate, settlement curve, settlement groove width

中图分类号:

X948

朱逢斌高级工程师, 缪林昌教授, 林水仙工程师. 盾构隧道动态施工诱发地面沉降试验研究[J]. 中国安全科学学报, 2017, 27(11): 116-120.

ZHU Fengbin, MIAO Linchang, LIN Shuixian. Experimental study on ground settlement caused by dynamic shield tunneling[J]. China Safety Science Journal, 2017, 27(11): 116-120.

参考文献

[1] KIMURA K, MAIR R J. Centrifugal testing of model tunnels in soft clay[C]. Proceedings of 10^th International Conference on Soil Mechanics & Foundation Engineering, Stockholm, 1981: 319-322.
[2] ROWE R K, LEE K M. An evaluation of simplified techniques for estimating three-dimensional undrained ground movements due to tunneling in soft soils[J]. Canadian Geotechnical Journal, 1992,29(1): 39-52.
[3] GRANT R J, TAYLOR R N. Centrifuge modeling of ground movements due to tunneling in layered ground[C].Proceedings of International Symposium on Geotechnical Aspects of Underground Construction in Soft Ground, 1996: 507-512.
[4] IMAMURA S, HAGIWARA T, MITO K, et al. Settlement through above a model shield observed in a centrifuge[C].Proceedings of Centrifuge Tokyo, 1998: 713-719.
[5] 马险峰, 王俊淞, 李削云. 盾构隧道引起地层损失和地表沉降的离心模型试验研究[J]. 岩土工程学报, 2012,34(5): 942-947.
MA Xianfeng, WANG Junsong, LI Xiaoyun. Centrifuge modeling of ground loss and settlement caused by shield tunneling in soft ground[J]. Chinese Journal of Geotechnical Engineering, 2012,34(5): 942-947.
[6] 周小文, 濮家骝. 砂土中隧洞开挖引起的地面沉降试验研究[J]. 岩土力学, 2002,23(5): 559-563.
ZHOU Xiaowen, PU Jialiu. Experimental study on ground settlement induced by tunneling in sandy soil[J]. Rock and Soil Mechanics, 2002,23(5): 559-563.
[7] 姚燕明, 杨龙才, 刘建国. 地铁车站施工对地面沉降影响的试验分析[J]. 城市轨道交通研究, 2002,5(1): 70-73.
YAO Yanming, YANG Longcai, LIU Jianguo. Experimental analysis of the settlement of the ground during the construction of a subway station[J]. Urban Mass Transit, 2002,5(1): 70-73.
[8] POTTS D M. Behaviors of lined and unlined tunnels in sands[D]. Cambridge:Cambridge University, 1976.
[9] CORDING E J, HANSMIRE W H, MACPHERSON H H. Displacement around tunnels in soils[R]. Reports Prepared for Department of Transportation, Urbana, University of Illinois, 1976.
[10] 林刚, 何川. 连拱隧道施工全过程地层沉降三维数值模拟[J]. 公路, 2004(3): 136-140.
LIN Gang, HE Chuan. 3D Finite element method numerical simulation analysis of stratum settlement of twin tunnel during whole construction process[J]. Highway, 2004(3): 136-140.
[11] 朱逢斌, 缪林昌, 林水仙. 砂土中盾构动态施工室内模型试验可行性研究[J]. 工业建筑, 2016,46(4): 88-92.
ZHU Fengbin, MIAO Linchang, LIN Shuixian. Feasibility study of the laboratory model test simulating the dynamic shield tunneling in sand soil[J]. Modern Tunneling Technology, Industrial Construction, 2016,46(4): 88-92.
[12] 朱逢斌, 陈甦, 孙雷江. 自制砂雨装置填砂装样质量分析[J]. 地下空间与工程学报, 2013,9(增2): 2 076-2 092.
ZHU Fengbin, CHEN Su, SUN Leijiang. Quality analysis of sand filling by the self-made pluviation device[J].Chinese Journal of Underground Space and Engineering, 2013,9(S2): 2 076-2 092.
[13] 王占生, 王梦恕. 盾构施工对周围建筑物的安全影响及处理措施[J]. 中国安全科学学报, 2002,12(2): 45-50.
WANG Zhansheng, WANG Mengshu. Effects of shield-driven tunneling on the safety of adjacent building and its countermeasures[J].China Safety Science Journal, 2002,12(2): 45-50.
[14] O'REILLY M P, NEW B M. Settlements above tunnels in the United Kingdom: their magnitude and prediction[C].Proceedings of Tunneling 82, The Institution of Mining and Metallurgy, 1982: 55-64.

盾构隧道动态施工诱发地面沉降试验研究

Experimental study on ground settlement caused by dynamic shield tunneling

PDF

可视化

被引次数

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 10

编辑推荐

Metrics

本文评价

[1]	李存义, 朱志成, 郭占恒, 韩毅平, 龚伟. 海上风电场地质灾害危险性评估与应用[J]. 中国安全科学学报, 2021, 31(S1): 181-186.
[2]	毛志勇, 黄春娟, 路世昌. 基于PSO-SVM的砂土地震液化预测模型[J]. 中国安全科学学报, 2018, 28(3): 25-30.
[3]	朱垚锋, 田书广, 倪金鹏, 范国相. 城际铁路盾构隧道下穿四孔箱涵引起沉降分析[J]. 中国安全科学学报, 2018, 28(11): 116-121.
[4]	黄仁东，金浩，蒙水儒. 基于理想点法的盾构隧道管片上浮致伤诊断[J]. 中国安全科学学报, 2013, 23(1): 48-.
[5]	卞晓琳，何平，施烨辉. 铁路接触网安全性评价方法及工程应用[J]. 中国安全科学学报, 2010, 20(6): 93-.
[6]	钱双彬，董军，陈方权. 隧道盾构下穿车站出入口数值仿真对比研究[J]. 中国安全科学学报, 2009, 19(3): 22-.
[7]	徐志胜，万俊，王薇. 火灾下盾构隧道管片衬砌热力耦合数值分析[J]. 中国安全科学学报, 2009, 19(10): 46-.
[8]	钱双彬，董军，李玲. 隧道盾构施工下穿地铁车站出入口安全影响分析[J]. 中国安全科学学报, 2009, 19(1): 172-.
[9]	曾丰姿，李兆平，刘军. 区间盾构隧道联络道施工对隧道结构和周围地层安全性影响的研究[J]. 中国安全科学学报, 2006, 16(3): 93-.
[10]	杨振茂，赵成刚，王兰民. 黄土与砂土液化特性的对比--土液化与减灾防灾[J]. 中国安全科学学报, 2004, 14(11): 3-.