|本期目录/Table of Contents|

[1]郑选荣.黄土隧道WSS注浆数值模拟及现场监测分析[J].中国安全生产科学技术,2013,9(4):17-21.[doi:10.11731/j.issn.1673-193x.2013.04.003]
　ZHENG Xuan rong.Analysis on the monitoring and numerical simulation for grouting  by WSS in the loess tunnel[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2013,9(4):17-21.[doi:10.11731/j.issn.1673-193x.2013.04.003]
点击复制

黄土隧道WSS注浆数值模拟及现场监测分析
分享到：

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
9
期数:
2013年4期
页码:
17-21
栏目:
学术论著
出版日期:
2013-04-30

文章信息/Info

Title:
Analysis on the monitoring and numerical simulation for grouting  by WSS in the loess tunnel
作者:
郑选荣
（西安科技大学建筑与土木工程学院，陕西西安710054）
Author(s):
ZHENG Xuanrong
(School of Architecture and Civil Engineering , Xi’an University of Science and Technology,Shanxi, Xi’an 710054,China)
关键词:
黄土隧道; 注浆; 掌子面; 水患治理技术
Keywords:
loess tunnel;  grouting;  working face;  technology of groundwater control
分类号:
X947
DOI:
10.11731/j.issn.1673-193x.2013.04.003
文献标志码:
A
摘要:
以西安地铁一号线朝阳门到康复路区间黄土隧道为例，在分析了二重管无收缩注浆技术(WSS工法)原理的基础上，制定了具体的施工方案，确定了技术参数和质量保证措施，并建立了FLAC三维数值模型，对注浆效果进行了验证分析，证明了其可行性。现场监测结果表明，在黄土地区采用该工法进行注浆加固止水，能够保证掌子面的干燥作业。该方案施工注浆效果明显，达到了治理隧道地下水患的目的，同时也减小了地面沉降（仅为174mm）。
Abstract:
Taking the loess tunnel of Xi'an metro 1 line CHAOYANG gate to KANGFU road range as example, on the basis of researching the principle of double pipe non－shrink grouting technique (WSS engineering methods), a specific construction plan was developed and the technical parameters and quality assurance measures were determined, and a FLAC 3D numerical model was established to test the grouting result and it showed that the model was feasible.The monitoring results showed that in Loess area the construction method of grouting to reinforce sealing could ensure that the tunnel working was dry. And the effect of grouting was so effective to achieve the purpose to control groundwater suffering,and reduced the ground subsidence（only 174mm）.

参考文献/References:

［1］郝建斌,门玉明,李凯玲.地铁隧道正交穿越地裂缝的结构变形预测［J］. 广西大学学报，2011,36(1):128131 HAO Jianbin, MEN Yuming, LI Kailing. Deformation prediction of the metro tunnel orthogonally crossing ground fissures［J］. Journal of Guangxi University 2011,36（1）:128131〖ZK)
［2］张云, 殷宗泽. 地下隧道软土地层变形研究综述［J］. 水利水电科技进展, 1999, 19(2): 2528 ZHANG Yun, YIN Zongze. Review of research on soft stratum deformation in underground tunnel［J］. Advance in Science and Technology of Water Conservancy and Water Power, 1999, 19(2): 2528〖ZK)
［3］沈征难.盾构掘进过程中隧道管片上浮原因分析及控制［J］.现代隧道技术，2004,41(6):5156 SHEN Zhengnan.Analysis and control of flotation of tunnel segment during shield tunneling［J］.Modern Tunneling Technology,2004,41(6):5156〖ZK)
［4］李曙光,方理刚.土压平衡盾构法隧道施工中影响地表沉降的因素浅析［J］.现代隧道技术，2007,44(5):7276 LI Shuguang, FANG Ligang. Analysis on the factors affecting ground settlements caused by EPB TBM tunneling［J］.Modern Tunneling Technology, 2007,44(5):7276 〖ZK)
［5］毛红梅. 地铁盾构区间隧道的矿山法施工［J］.现代隧道技术，2010,47(4):8084 MAO Hongmei. Mining excavation on the transit section of a subway shield tunnel［J］.Modern Tunneling Technology, 2010,47(4):8084〖ZK)
［6］张恒,陈寿根,邓稀肥.盾构掘进参数对地表沉降的影响分析［J］,现代隧道技术，2010,47(5):4853 ZHANG Heng,CHEN Shougen, DENG Xifei. Analysis of the influence of shield driving parameters on ground settlements l［J］.Modern Tunneling Technology, 2010,47(5):4853〖ZK)
［7］凌昌荣,张子新.偏压小间距隧道荷载结构计算模型研究［J］.地下空间与工程学报,2007,12（6）:11481149 LING Changrong, ZHANG Zixin.A study of computation model with loadstructure method for unsymmetrically loaded closelyspaced tunnel［J］.Chinese Journal of Underground Space and Engineering, 2007,12（6）:11481149〖ZK)
［8］白明洲，许兆义，时静，等复杂地质条件下浅埋暗挖地铁施工期地面沉降量FLAC3D分析［J］.岩石力学与工程学报，2006，25(s):42544260 BAI Mingzhou，XU Zhaoyi，SHI Jing，et alAnalysis of ground settlement of a subway station under cut with shallow overburden during construction with FLAC3D under complex geological conditions［J］Chinese Journal of Rock Mechanics and Engineering，2006，25(s):42544260〖ZK)
［9］段立莉，牟林，孙扬地铁深基坑变形规律及影响因素数值模拟研究［J］中国安全生产科学技术,2011, 7(12):3843 DUAN Lili，MOU Lin，SUN YangStudy on deformation law and influencing factors of subway deep excavation by numerical simulation［J］Journal of Safety Science and Technology，2011，7(12):3843〖ZK)
［10］石杰红,钟茂华,何理,等.双线盾构地铁隧道施工地表沉降数值分析［J］.中国安全生产科学技术, 2006, 2(3): 5154 SHI Jiehong, ZHONG Maohua, HE Li, et al. Numerical simulation ofground sedimentation caused by doubletube parallel tunnelsshielding constructed［J］.Journal of Safety Science and Technology, 2006, 2(3): 5154〖ZK)
［11］熊建明,刘波,潘强.地铁盾构施工泡沫剂改良土体控制渗害的试验研究［J］.中国安全生产科学技术, 2008, 4(2): 410 XIONG Jianming, LIU Bo, PAN Qiang. Experimental study on foamed soil forpreventing ground seepage damage inmetro shield tunneling construction［J］. Journal of Safety Science and Technology, 2008, 4(2): 410〖ZK)
［12］唐志强,吕晓涛,周杨,等.软土地铁隧道盾构工法端头井加固稳定性分析［J］.中国安全生产科学技术, 2010, 6(3): 1822 TANG Zhiqiang,LV Xiaotao,ZHOU Yang,et al. Stability analysis on reinforcem ent of end well for shield tunnelin soft soil engineering methods［J］. Journal of Safety Science and Technology, 2010, 6(3): 1822

相似文献/References:

[1]卢杰,唐良勇.南李庄铁矿富含水段施工技术研究[J].中国安全生产科学技术,2014,10(1):109.[doi:10.11731/j.issn.1673-193x.2014.01.018]
　LU Jie,TANG Liang yong.Research on construction technology of rich water district in Nan Lizhuang iron mine[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2014,10(4):109.[doi:10.11731/j.issn.1673-193x.2014.01.018]
[2]付士根,何治亭,张乃宝,等.矿山帷幕注浆堵水隔障机理研究*[J].中国安全生产科学技术,2009,5(3):51.
　FU Shi gen,HE Zhi ting,ZHANG Nai bao,et al.Study on mechanism curtoin grouting of mines curtain to plug up water[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2009,5(4):51.
[3]熊祖强,刘旭锋,洪紫杰,等.残采区多形态废巷注浆综合治理技术[J].中国安全生产科学技术,2016,12(3):98.[doi:10.11731/j.issn.1673-193x.2016.03.018]
　XIONG Zuqiang,LIU Xufeng,HONG Zijie,et al.Comprehensive control technology of grouting to polymorphous waste roadways in residual section[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(4):98.[doi:10.11731/j.issn.1673-193x.2016.03.018]
[4]汪宏伟.风机基础环松动原因分析和注浆加固[J].中国安全生产科学技术,2016,12(3):104.[doi:10.11731/j.issn.1673-193x.2016.03.019]
　WANG Hongwei.Cause analysis and grouting reinforcement on loose foundation ring of wind turbine[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2016,12(4):104.[doi:10.11731/j.issn.1673-193x.2016.03.019]
[5]梅源,薛茜,穆伟强,等.黄土长大隧道机械化快速施工及安全控制技术研究[J].中国安全生产科学技术,2020,16(5):95.[doi:10.11731/j.issn.1673-193x.2020.05.015]
　MEI Yuan,XUE Qian,MU Weiqiang,et al.Study on rapid mechanized construction and safety control technologies of long loess tunnels[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2020,16(4):95.[doi:10.11731/j.issn.1673-193x.2020.05.015]

备注/Memo

备注/Memo:
-
更新日期/Last Update: 2013-07-11