›› 2014, Vol. 35 ›› Issue (3): 744-752.

• 岩土工程研究 • 上一篇    下一篇

富水断裂带优势劈裂注浆机制及注浆控制方法研究

李术才1,张伟杰1,张庆松1,张 霄1,刘人太1,潘光明1,李志鹏1,车宗原2   

  1. 1. 山东大学 岩土与工程结构研究中心,济南 250061;2. 江西省嘉和工程咨询监理有限公司,南昌 330046
  • 收稿日期:2013-07-09 出版日期:2014-03-10 发布日期:2014-03-19
  • 通讯作者: 张伟杰,男,1984年生,博士研究生,主要从事地下工程水害预报及治理方面的研究工作。E-mail:sduzhangweijie@126.com E-mail:lishucai@sdu.edu.cn
  • 作者简介:李术才,男,1965年生,博士,教授,博士生导师,主要从事地质灾害预报与防控方面的教学与研究工作
  • 基金资助:

    国家重点基础研究发展规划(973)项目(No.2013CB036000);国家自然科学基金(No.41272385);山东大学自主创新基金(No.2012GN011);国家青年科学基金项目(No.51209128)。

Research on advantage-fracture grouting mechanism and controlled grouting method in water-rich fault zone

LI Shu-cai1,ZHANG Wei-jie1,ZHANG Qing-song1,ZHANG Xiao1, LIU Ren-tai1,PAN Guang-ming1,LI Zhi-peng1,CHE Zong-yuan2   

  1. 1. Research Center of Geotechnical and Structural Engineering, Shandong University, Jinan 250061, China; 2. Jiahe Engineering Consultation & Supervision Co., Ltd., Nanchang 330046, China
  • Received:2013-07-09 Online:2014-03-10 Published:2014-03-19

摘要: 注浆是处治隧道塌方、突水突泥等地质灾害的有效手段,但对于岩体结构多样、结构面发育的富水断裂带,注浆理论及控制技术尚不成熟。基于富水断裂带内部岩体结构,建立了注浆概念模型,提出了优势劈裂注浆概念。基于广义宾汉流体本构方程,建立单一平板优势劈裂注浆扩散模型,推导了考虑浆液流变特征的优势劈裂注浆扩散控制方程。由方程可知,注浆速率、注浆压力及浆液黏度是影响注浆扩散的3个主控因素。深入分析了优势劈裂注浆过程中3个主控因素对注浆扩散的影响规律,基于此提出优势劈裂注浆控制方法,形成了注浆压力差异控制、控制液动态调节及注浆速率梯度控制3项关键技术,促使浆液在优势结构面内控制性扩散。研究成果成功应用于江西省某隧道断裂带塌方处治工程中,取得良好治理效果,对隧道断裂带地质灾害控制理论研究和工程实践具有一定指导意义。

关键词: 富水断裂带, 广义宾汉体浆液, 优势劈裂注浆机制, 注浆控制方法

Abstract: Grouting technology was an effective technical means to control the geological disasters in tunnel construction, including collapse and inrush of clay and water. As for the complex structure and advantage joint development of the water-rich fault, the grouting theory and control technology had not been mature yet. Based on the typical internal rock mass structure of water-rich fault zone, a model of grouting was established. Then concept of advantage-fracture grouting was proposed. Based on the assumption of generalized Bingham fluid and single plate model of advantage-fracture grouting diffusion, a control equation for calculating the diffusion distance was developed considering the rheology behaviors of grout. It showed that the grouting diffusion distance was mainly controlled by the grouting pressure, grouting rate and the rheological parameters of grout. And the influence laws of the three factors on the diffusion distance were discussed. On this basis, the method of controlled grouting was established. Three key technology of grouting which were the grouting rate gradient control, gradient control of grouting rate and dynamic regulation of control-fluid were concluded, which impelled grout constrained diffusion in the advantage of structure. The research results were successfully applied to the tunnel fracture zone collapse in Jiangxi province and played a positive role in promoting the theoretical research and engineering practice of geological disaster.

Key words: water-rich fault zone, the generalized Bingham grout, advantage-fracture grouting mechanism, method of controlled grouting

中图分类号: 

  • TU 457.5
[1] 张伟杰 ,李术才 ,魏久传 ,张庆松 ,张 霄 ,李志鹏 ,谢道雷,. 三维注浆模型试验系统研制及应用[J]. , 2016, 37(3): 902-911.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] 王 刚,李术才,王明斌. 渗透压力作用下加锚裂隙岩体围岩稳定性研究[J]. , 2009, 30(9): 2843 -2849 .
[2] 刘玉成,曹树刚,刘延保. 可描述地表沉陷动态过程的时间函数模型探讨[J]. , 2010, 31(3): 925 -931 .
[3] 刘恩龙. 岩土破损力学:结构块破损机制与二元介质模型[J]. , 2010, 31(S1): 13 -22 .
[4] 杨建民,郑 刚. 基坑降水中渗流破坏归类及抗突涌验算公式评价[J]. , 2009, 30(1): 261 -264 .
[5] 周 华,王国进,傅少君,邹丽春,陈胜宏. 小湾拱坝坝基开挖卸荷松弛效应的有限元分析[J]. , 2009, 30(4): 1175 -1180 .
[6] 叶 飞,朱合华,何 川. 盾构隧道壁后注浆扩散模式及对管片的压力分析[J]. , 2009, 30(5): 1307 -1312 .
[7] 陈 林,张永兴,冉可新. 考虑剪应力作用的挡土墙主动土压力计算[J]. , 2009, 30(S2): 219 -223 .
[8] 罗 强 ,王忠涛 ,栾茂田 ,杨蕴明 ,陈培震. 非共轴本构模型在地基承载力数值计算中若干影响因素的探讨[J]. , 2011, 32(S1): 732 -0737 .
[9] 石 崇 ,徐卫亚 ,张 玉 ,李德亮 ,刘 和. 基于元胞自动机模型的堆积体动力学参数研究[J]. , 2011, 32(6): 1795 -1800 .
[10] 王云岗 ,章 光 ,胡 琦. 斜桩基础受力特性研究[J]. , 2011, 32(7): 2184 -2190 .