您的位置：山东大学 -> 科技期刊社 -> 《山东大学学报（工学版）》

山东大学学报(工学版) ›› 2015, Vol. 45 ›› Issue (3): 80-85.doi: 10.6040/j.issn.1672-3961.0.2015.067

• 土木工程 • 上一篇    下一篇

隧道水平旋喷加固效果及不同工法对稳定性影响分析

吕国仁1, 周浩1, 李立2, 高全亭2, 姜竹昌2   

  1. 1. 山东建筑大学交通工程学院, 山东 济南 250101;
    2. 山东高速集团, 山东 济南 250102
  • 收稿日期:2015-03-16 修回日期:2015-05-13 发布日期:2015-03-16
  • 作者简介:吕国仁(1965- ),男,山东莱阳人,教授,博士, 主要研究方向为公路工程与隧道工程. E-mail:luguoren65@163.com
  • 基金资助:
    山东建筑大学科研基金资助项目(010171105)

Reinforcement effect and stability analysis of tunnel horizontal jet grouting of different construction methods

LYU Guoren1, ZHOU Hao1, LI Li2, GAO Quanting2, JIANG Zhuchang2   

  1. 1. School of Transportation Engineering, Shandong Jianzhu University, Jinan 250101, Shandong, China;
    2. Shandong Hi-speed Group Co Ltd, Jinan 250102, Shandong, China
  • Received:2015-03-16 Revised:2015-05-13 Published:2015-03-16

PDF (PC)

618

摘要： 针对软弱破碎围岩隧道施工极易失稳的问题,采用FLAC2D软件建模对软弱破碎围岩隧道的施工过程进行数值仿真模拟,分析了水平旋喷预加固的效果;探讨了CRD(center cross diagram)法和三台阶法对隧道施工稳定性的影响。研究结果表明:水平旋喷预加固有利于控制沉降和衬砌内力;CRD法最大沉降值、衬砌内力均比三台阶法小,应优先选用;CRD法的中台阶左侧开挖为关键环节,应及时施作衬砌。在此基础上提出了一系列施工优化方案,在厦门公路隧道中实施应用,取得良好的效果,对同类隧道施工具有重要参考意义。

关键词: 模拟分析, 沉降, 三台阶法, 软弱破碎围岩, CRD法, 水平旋喷

Abstract: In order to solve the stability problem of soft and broken surrounding rock in tunnel construction, the FLAC2D was employed to conduct numerical simulation to a section soft and broken surrounding rock tunnel. The effect of horizontal jet grouting pre-reinforcement was studied, the influence of CRD (center cross diagram) method and three steps method on tunnel construction stability was discussed. According to the analysis results, the jet grouting pre-reinforcement was helpful to control the settlement and lining internal force, the CRD method was recommended for the surrounding rock settlement and lining internal force of CRD is lower, and the excavation of left side of middle bench was the key link, and the lining should be done in time. Based on the analysis, a set of optimization methods of construction technology were put forward and applied in Xiamen highway tunnel, which could provide basis for the smooth construction, and could provide significant reference to similar tunnel construction.

Key words: soft and broken surrounding rock, three steps method, CRD method, horizontal jet grouting, settlement, simulation analysis

中图分类号: 

  • U451.2
[1] 刘钦, 李术才, 李利平,等. 软弱破碎围岩隧道大变形施工力学行为及支护对策研究[J]. 山东大学学报:工学版, 2011, 41(3):118-125. LIU Qin, LI Shucai, LI Liping, et al. Study of large deformation construction mechanical behavior and support measures of soft rock in a deep buried extra long tunnel[J]. Journal of Shandong University: Engineering Science, 2011, 41(3):118-125.
[2] 孙星亮,景诗庭.水平钻孔旋喷注浆加固地层效果研究[J].岩石力学与工程学报,1998,17(5):589-593. SUN Xingliang, JING Shiting. Testing study on effect of horizontal drilling jet grouting for soil improvement[J]. Chinese Journal of Rock Mechanics and Engineering, 1998, 17(5): 589-593.
[3] 刘浩,胡本涛. 高压旋喷桩在某地基加固工程中的应用[J].大连大学学报,2007, 8(6):62-65. LIU Hao, HU Bentao. Application of high-pressure rotating pile in the reinforcement of foundation[J]. Journal of Dalian University, 2007, 8(6):62-65.
[4] 黄俊文, 仇玉良, 史宝童, 等. 水平旋喷桩超前预支护在风积沙隧道中的应用[J]. 公路, 2011, 9:246-250. HUANG Junwen, QIU Yuliang, SHI Baotong, et al. Application of advance pre-support by horizontal rotary Jet grouting piles in aeolian sand tunnel[J]. Highway, 2011, 9:246-250.
[5] 刘晓曦,韩跃.水平旋喷桩在软弱土质隧道施工中的应用[J].世界隧道, 2000(2):63-65. LIU Xiaoxi, HAN Yue. Application of horizontal rotating and injecting pile to construction of soft soil tunnel[J]. The World Tunnel, 2000(2):63-65.
[6] 罗成江. 黄土隧道中水平旋喷桩预支护施工技术[J]. 贵州工业大学学报:自然科学版, 2008, 37(6):189-192. LUO Chengjiang. The level of loess tunnel pre-support jet grouting construction technology[J]. Journal of Guizhou University of Technology: Natural Science Edition, 2008, 37(6):189-192.
[7] 景诗庭,王海珍,孙星亮.水平钻孔喷射注浆技术的应用与研究展望[J].石家庄铁道学院学报,1999,12(2): 9-12. JING Shiting, WANG haizhen, SUN Xinliang. Application of the horizontal drilling jet grouting technique and prospect of research[J]. Journal of Shijiazhuang Railway Institute, 1999, 12(2):9-12.
[8] 郭亮,肖晓春,黄均龙, 等.高压旋喷工艺中喷射流切割效果影响因素的研究[J].地下空间与工程学报,2008,4(5):937-942. GUO Liang, XIAO Xiaochun, HUANG Junlong, et al. Study on factors for cutting effect of high pressure jet flow in jet grouting[J]. Chinese Journal of Underground Space and Engineering, 2008, 4(5):937-942.
[9] 于丽莉,胡长远,常浩.复合注浆法加固桩基础作用机理研究[J].水利与建筑工程学报,2008,6(3):107-109 YU Lili, HU Changyuan, CHANG Hao. Research on action mechanism for pile foundation reinforcement with composite grouting method[J]. Journal of Water Resources and Architectural Engineering, 2008, 6(3):107-109.
[10] 刘勇,孙星亮.水平旋喷预支护技术在铁路隧道中的应用[J].岩石力学与工程学报,2002,21(6):905-909. LIU Yong, SUN Xingliang. Application of horizontal jet grouting reinforcement technique in railway tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(6):905-909.
[11] 王杰.岩土注浆理论与工程实例[M].北京:科学出版社,2001.
[12] 黎中银.水平高压旋喷工法在预加固工程中的应用研究[D].北京:中国地质大学,2009. LI Zhongyin. Application of horizontal jet grouting at pre-reinforcing construction[D]. Beijing: China University of Geosciences, 2009.
[13] 朱兆斌,杨玫. 采用高压旋喷桩加固铁路箱涵的基底应力与沉降计算[J].铁道勘察, 2008(1):66-68. ZHU Zhaobin, YANG Mei. Calculation on foundation bottom stress and settlement with high pressure jet-grouting piles to reinforce railway box beams and culverts[J]. Railway Survey, 2008(1):66-68.
[14] 梁巍, 黄明利. 大跨度隧道 CRD 法穿越含水软弱层沉降变形控制[J]. 岩石力学与工程学报, 2007,26(增2):3738-3742. Liang Wei, Huang Liming. Subsidence and deformation control of large-span tunnel in water-bearing unfavorable geological conditions with CRD method[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(supp2):3738-3742.
[15] 吕国仁, 张寿龙.隧道浅埋偏压段超前预测与围岩稳定控制研究[J]. 山东大学学报:工学版,2012, 42(5):102-107. LYU Guoren, ZHANG Shoulong. Research on advanced prediction and surrounding rock stability of shallow buried and unsymmetrical loaded section in tunnel excavation[J]. Journal of Shandong University: Engineering Science, 2012, 42(5):102-107.
[16] 韩赟.含水弱胶结性砂岩隧道施工工法研究[D].北京:北京交通大学,2013. HAN Yun, The construction method study of the tunnel construction in the hydrous aquifer weakly cemented sandstone[D]. Beijing: Beijing Jiaotong University, 2013.
[17] 胡学兵, 乔玉英. 偏压连拱隧道施工方法数值模拟研究[J]. 地下空间与工程学报, 2005, 1(3): 374-378. HU Xuebing, QIAO Yuying. Numerical analysis of construction method for partial press double-arch tunnel[J]. Chinese Journal of Underground Space and Engineering, 2005, 1(3):374-378.
[18] 吴波,高波,骆建军.地铁区间隧道水平旋喷预加固效果数值模拟[J]. 西南交通大学学报,2004,39(5):605-608. WU Bo, GAO Bo, LUO Jianjun. Numerical simulation of reinforcing effect of horizontal drilling jet-grouting pegs on Shenzhen Metro Tunnel between stations[J]. Journal of Southwest Jiaotong University, 2004, 39(5):605-608.
[19] 王祥秋, 杨林德, 高文华. 高速公路偏压隧道施工动态监测与有限元仿真模拟[J]. 岩石力学与工程学报, 2005,24(2): 284-289. WANG Xiangqiu, YANG Linde, GAO Wenhua. Dynamic monitoring and FEM simulation analysis of an expressway tunnel with unsymmetrical loadings[J].Chinese Journal of Rock Mechanics and Engineering, 2005, 24(2):284-289.
[20] 吕国仁, 隋斌,王永进.浅埋偏压隧道开挖数值模拟及稳定性研究[J]. 山东大学学报:工学版,2013,43(4):68-73. LYU Guoren, SUI Bin, WANG Yongjin. Study on shallow buried tunnel excavation under unsymmetrical pressure with numerical simulation and stability analysis[J]. Journal of Shandong University: Engineering Science, 2013, 43(4):68-73.
[21] 王毅才. 隧道工程[M]. 北京: 人民交通出版社,2000.
[22] 李廷春,李术才,陈卫忠,等. 厦门海底隧道的流固耦合分析[J]. 岩土工程学报,2004,26(3):397-401. LI Tingchun, LI Shucai, CHEN Weizhong, et al. Coupled fluid-mechanical analysis of Xiamen Subsea Tunnel[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(3):397-401.
[23] 周爱国. 隧道工程现场施工技术[M]. 北京: 人民交通出版社,2004.
[24] 刘志刚,赵勇. 隧道隧洞施工地质技术[M]. 北京: 中国铁道出版社,2002.
[25] 关宝树,国兆林. 隧道及地下工程[M]. 成都: 西南交通大学出版社,2000.
[1] 吕国仁,张群,牛奔,高全亭,武照收. 高层建筑桩基施工对邻近建筑物的影响[J]. 山东大学学报(工学版), 2017, 47(1): 48-58.
[2] 杜金辉, 张承, 张建, 慕金波. 青岛市土壤酸沉降承压度评价[J]. 山东大学学报(工学版), 2015, 45(2): 67-74.
[3] 周前, 赵德刚. 水平旋喷桩在富水砂层浅埋暗挖隧道中的应用[J]. 山东大学学报(工学版), 2014, 44(4): 52-57.
[4] 战永亮1,舒计城2,邵广彪2,孙剑平2. 锚拉式支挡结构的变形与内力实测分析研究[J]. 山东大学学报(工学版), 2014, 44(1): 69-74.
[5] 弋晓明1,2,王松根2,宋修广1*,臧亚囡1. 路基容许不均匀沉降控制指标的理论分析[J]. 山东大学学报(工学版), 2013, 43(5): 68-73.
[6] 张娜1,2,崔新壮1,2*,张炯1,2,周亚旭1,2,高智珺1,2,隋伟1,2. 路堤荷载作用下透水性混凝土桩减压降沉效应研究[J]. 山东大学学报(工学版), 2013, 43(4): 80-86.
[7] 边培松1,王登杰1,于少华2. 新陈代谢GM(1,1)模型在建筑物沉降预测中的应用[J]. 山东大学学报(工学版), 2010, 40(3): 119-123.
[8] 齐辉 商庆森 朱海波 崔新壮 刘超.
采空区公路沥青路面结构层应力关键影响因素分析[J]. 山东大学学报(工学版), 2009, 39(6): 121-124.
[9] 周守军 赵有恩 陈明九 田茂诚. 集中供热系统水力调节方法[J]. 山东大学学报(工学版), 2009, 39(3): 151-153.
[10] 崔新壮,商庆森,姚占勇 . 强夯在威乳高速公路改建工程中的应用研究及一般性推广[J]. 山东大学学报(工学版), 2008, 38(4): 53-56 .
[11] 姚占勇 . 黄泛区公路地基压实标准的研究[J]. 山东大学学报(工学版), 2007, 37(6): 79-82 .
[12] 赵治广,王登杰,田云飞 . 基于灰色理论的路基沉降研究[J]. 山东大学学报(工学版), 2007, 37(3): 86-88 .
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
No Suggested Reading articles found!
版权所有 © 2018 《山东大学学报(工学版)》编辑部　
地址: 济南市山大南路27号（250100）　 电话: 0531-88366735　 E-mail: xbgxb@sdu.edu.cn
本系统由北京玛格泰克科技发展有限公司设计开发