[1]伍振志,杨国祥,杨林德,等.基于随机介质理论的大型泥水盾构施工地表变位预测及控制[J].东南大学学报(自然科学版),2009,39(6):1212-1216.[doi:10.3969/j.issn.1001-0505.2009.06.024]
 Wu Zhenzhi,Yang Guoxiang,Yang Linde,et al.Prediction and control of ground deformation and displacement due to large slurry shield tunneling based on stochastic medium theory[J].Journal of Southeast University (Natural Science Edition),2009,39(6):1212-1216.[doi:10.3969/j.issn.1001-0505.2009.06.024]
点击复制

基于随机介质理论的大型泥水盾构施工地表变位预测及控制()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
39
期数:
2009年第6期
页码:
1212-1216
栏目:
交通运输工程
出版日期:
2009-11-20

文章信息/Info

Title:
Prediction and control of ground deformation and displacement due to large slurry shield tunneling based on stochastic medium theory
作者:
伍振志12 杨国祥1 杨林德2 王吉云1
1 上海隧道工程股份有限公司,上海 200082; 2 同济大学地下建筑与工程系,上海 200092
Author(s):
Wu Zhenzhi12 Yang Guoxiang1 Yang Linde2 Wang Jiyun1
1 Shanghai Tunnel Engineering Co., Ltd., Shanghai 200082, China
2 Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
关键词:
大型泥水盾构 地表变形 随机介质理论
Keywords:
large slurry shield ground deformation and displacement stochastic medium theory
分类号:
U459
DOI:
10.3969/j.issn.1001-0505.2009.06.024
摘要:
给出了采用随机介质理论计算隧道施工引起地表位移和变形的公式及相应参数反分析方法.结合上海长江隧道超大型泥水盾构推进工程,采用随机介质理论对上行线隧道穿越民房段前试验段的地表沉降监测数据进行了计算分析.预测了2条隧道单独及共同施工引起的横向地表变形和位移,评估隧道施工对周围环境的影响程度及分析了地表变位主要影响因素,据以合理地制定了民房段施工地表变位控制措施(包括泥水压力、同步浆量和推进速度).通过实例分析证明了预测方法和控制措施的科学性和有效性,具有一定的实用价值.
Abstract:
The analytical formulation for ground movement due to tunneling on the basis of stochastic medium theory and relevant back-analysis method are presented. Combined with Shanghai Yangtze river tunnel project,the ground surface movement of test section approach to building areas induced by single tunnel excavation as well as cumulative movement due to two parallel tunnels excavation were accurately predicted using stochastic medium theory.Based on ground movement prediction and evaluation of its influence on surrounding environment, measures for surface movement control(including slurry pressure, synchronous grouting volume and advancing speed)for tunneling in building areas are presented. The study shows that the prediction method developed and measures presented for ground movement control are reasonable and reliable and has some practical value.

参考文献/References:

[1] 刘建航,侯学渊.盾构法隧道[M].北京:中国铁道出版社,1991.
[2] Loganathan N,Poulos H G.Analytical prediction for tunneling-induced ground movement in clays[J].Journal of Geotechnical and Geoenvironmental Engineering,1998,124(9):846-856.
[3] 卢海林,赵志民,方芃,等.盾构法隧道施工引起土体位移与应力的镜像分析方法[J].岩土力学,2007,28(1):45-50.
  Lu Hailin,Zhao Zhimin,Fang Peng,et al.Analytical method of image theory used to calculate shield tunneling induced soil displacements and stresses [J].Rock and Soil Mechanics,2007,28(1):45-50.(in Chinese)
[4] Bobet A.Analytical solutions for shallow tunnels in saturated ground[J].Journal of Engineering Mechanics,2001,127(12):1258-1266.
[5] Park K H.Elastic solution for tunneling-induced ground movements in clays [J].International Journal of Geomechanics,2004,4(4):310-318.
[6] Yang J S,Liu B C,Wang M C.Modeling of tunneling-induced ground surface movements using stochastic medium theory [J]. Tunneling and Underground Space Technology,2004,19(2):113-123.
[7] 阳军生,刘宝琛.城市隧道施工引起的地表移动与变形[M].北京:中国铁道出版社,2002.
[8] 缪林昌,王非,吕伟华.城市地铁隧道施工引起的地面沉降[J].东南大学学报:自然科学版,2008,38(2):293-297.
  Miao Linchang,Wang Fei,Lü Weihua.Ground surface settlement due to urban tunnel construction [J].Journal of Southeast University:Natural Science Edition,2008,38(2):293-297.(in Chinese)
[9] 于宁,朱合华.盾构隧道施工地表变形分析与三维有限元模拟[J].岩土力学,2004,25(8):1330-1334.
  Yu Ning,Zhu Hehua.Analysis of earth deformation caused by shield tunnel construction and 3D-FEM simulation [J]. Rock and Soil Mechanics,2004,25(8):1330-1334.(in Chinese)
[10] Mroueh H,Shahrour I.A simplified 3D model for tunnel construction using tunnel boring machines[J].Tunneling and Underground Space Technology,2008,23(1):38-45.
[11] Shi J S,Ortigao J A R,Bai J.Modular neural networks for predicting settlements during tunneling[J].Journal of Geotechnical and Geoenviromental Engineering,1998,124(5):389-395.
[12] Suwansawat S,Einstein H H.Artificial neural networks for predicting the maximum surface settlement caused by EPB shield tunneling[J].Tunnelling and Underground Space Technology,2006,21(2):133-150.
[13] 中华人民共和国煤炭工业部.建筑物、水体、铁路及主要井巷煤柱留设与压煤开采规程[S].北京:煤炭工业出版社,2004.

备注/Memo

备注/Memo:
作者简介: 伍振志(1978—),男,博士,工程师, franklinwu@163.com.
基金项目: 上海市科委人才计划资助项目(08R214210)、国家高技术研究发展计划(863计划)资助项目(2006AA11Z118).
引文格式: 伍振志,杨国祥,杨林德,等.基于随机介质理论的大型泥水盾构施工地表变位预测及控制[J].东南大学学报:自然科学版,2009,39(6):1212-1216. [doi:10.3969/j.issn.1001-0505.2009.06.024]
更新日期/Last Update: 2009-11-20