岩土力学 ›› 2019, Vol. 40 ›› Issue (3): 913-925.doi: 10.16285/j.rsm.2018.1431

• 基础理论与实验研究 • 上一篇    下一篇

基于步进式算法的裂隙注浆扩散机制研究

魏久传1,韩承豪1,张伟杰1,谢 超1,张连震2,李孝朋1,张春瑞1,蒋记港1   

  1. 1. 山东科技大学 地球科学与工程学院,山东 青岛 266590;2. 中国石油大学(华东)储运与建筑工程学院,山东 青岛 266580
  • 收稿日期:2018-08-06 出版日期:2019-03-11 发布日期:2019-04-04
  • 通讯作者: 张伟杰,男,1984年生,博士,讲师,主要从事地下工程水害机制与防控理论方面的教学与研究工作。E-mail: sduzhangweijie@126.com E-mail: jcwee@126.com
  • 作者简介:魏久传,男,1962年生,博士,教授,主要从事矿井水害防治方面的教学与研究工作
  • 基金资助:
    国家自然科学基金青年基金资助项目(No.51509148);山东科技大学人才引进科研启动基金资助项目(No.2017RCJJ030);山东省自然科学基金(No.BS2015NJ010)

Mechanism of fissure grouting based on step-wise calculation method

WEI Jiu-chuan1, HAN Cheng-hao1, ZHANG Wei-jie1, XIE Chao1, ZHANG Lian-zhen2, LI Xiao-peng1, ZHANG Chun-rui1, JIANG Ji-gang1   

  1. 1. College of Earth Science and Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 2. College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao, Shandong 266580, China
  • Received:2018-08-06 Online:2019-03-11 Published:2019-04-04
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51509148), the Scientific Research Foundation of Shandong University of Science and Technology for Recruited Talents (2017RCJJ030) and Shandong Provincial Natural Science Foundation of China (BS2015NJ010).

摘要: 注浆是治理地下工程围岩裂隙涌(突)水的有效手段,裂隙注浆扩散封堵过程的理论研究是岩体涌(突)水注浆方案科学设计与工程顺利实施的保障。深入分析了注浆材料流变特性、扩散路径及注浆方式等工程与地质因素对裂隙注浆扩散过程的控制作用,基于注入时间的离散将注浆区划分为若干无限小的扩散单元,提出了可计算任意时刻浆液锋面位置、注浆压力、扩散区浆液黏度与压力分布以及注浆速率等关键数据的改进步进式算法,完整刻画了不同注浆工艺下岩体裂隙注浆扩散过程。通过步进式算法分析了恒压注浆、恒速注浆等恒参量裂隙注浆过程(即注浆压力或注浆速率保持恒定);经与已有成果对比,计算结果与文献数据一致性较好,验证了该方法的可靠性和适用性。结合工程实践,运用步进式算法开展了“阶段式递降速率”和“阶段式递增压力”等典型动参量裂隙注浆扩散机制的研究,分析了不同注浆方案下注浆压力、注浆速率及浆液扩散距离等指标的变化特征,在一定程度上揭示了动参量裂隙注浆扩散规律,深化了人们对岩体裂隙注浆扩散理论的理解,为注浆设计和工程实践提供了有意义的指导。

关键词: 步进式算法, 注浆扩散机制, 恒参量裂隙注浆, 动参量裂隙注浆, 注浆设计

Abstract: Grouting is an effective method to seal against water inrush in fractured rock. It is important to study the mechanism of fissure grouting to design the grouting and implement the project successfully. In this paper, firstly, the influence of the rheological properties of the slurry, diffusion path and grouting methods on fracture grouting was analyzed deeply. An improved step-wise calculation method was proposed to describe the fissures grouting process under different grouting diffusion conditions. This method can calculate key grouting parameters, such as the slurry front position, injection pressure, slurry viscosity and pressure distribution in the grouted zone, and grouting rate at any time. Secondly, the improved method was utilized to study the constant-parameters such as constant pressure grouting and constant rate grouting during the grouting process. The reliability and applicability of the approach were verified by comparing with previous results in the literature. Finally, the approach was adopted to investigate the dynamic fracture grouting characterized by staged descending rate and staged increasing pressure in practical engineering conditions. The change laws of the key factors, such as the injection pressure, grouting rate and diffusion distance, were analyzed. Therefore, this study revealed the diffusion mechanism of the dynamic fracture grouting to some extent and provided a meaningful guide for grouting design in practice.

Key words: step-wise calculation method, fissure grouting mechanism, constant parametric grout, dynamic parametric grout, grouting design

中图分类号: 

  • TV554
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