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一种新型综合注浆加固试验系统的研制及应用

张家奇 李术才 张霄 张庆松 刘振国 张伟杰 李鹏

工程科学学报2017,Vol.39Issue(8):1268-1277,10.
工程科学学报2017,Vol.39Issue(8):1268-1277,10.DOI:10.13374/j.issn2095-9389.2017.08.018

一种新型综合注浆加固试验系统的研制及应用

Development and application of a new comprehensive grouting reinforcement test system

张家奇 1李术才 1张霄 1张庆松 1刘振国 2张伟杰 3李鹏1

作者信息

  • 1. 山东大学岩土与结构工程研究中心, 济南 250061
  • 2. 国网山东省电力公司经济技术研究院, 济南 250001
  • 3. 山东科技大学地球科学与工程学院, 青岛 266510
  • 折叠

摘要

Abstract

Existing grouting test devices have difficulty providing sufficient sealing effect and experimental space in multifunctional tests. Due to the limitations of current devices, this paper developed a new comprehensive grouting reinforcement test system. The ma-jor advantages of this system include:(1) its moderate size and reasonable structure that offer a large experimental space and good sealing property;(2) its ability to simulate the different groundwater environments and grouting conditions of rock soil media;(3) its ability to obtain a variety of physical information for researching the space-time response law of reinforcement parameters;and (4) its ability to simultaneously test the compressive and shear strengths of the solid and microscopic grouting coupling mechanisms of the slur-ry-rock interface. An orthogonal grouting reinforcement test was designed for fault breccia using the new device. The study then inves-tigated the grouting reinforcement mechanism of fault breccia with respect to the stress response-transfer characteristics, the growth law of solid strength, and the reinforcement mode. The test results show fault breccia to be mainly reinforced by permeation grouting and the grouting reinforcement model can be divided into three types—substrate, micro-splitting, and significant splitting. The study achieved an increase in the strength of grouting reinforcement bodies by changing the medium connection mode and fitted the empirical formula for the increased strength of solid grouting. It also determined the distribution and transfer mechanism of grouting pressure.

关键词

试验系统/断层角砾/注浆加固/室内模拟试验/注浆压力

Key words

test system/fault breccia/grouting reinforcement/indoor simulation test/grouting pressure

分类

建筑与水利

引用本文复制引用

张家奇,李术才,张霄,张庆松,刘振国,张伟杰,李鹏..一种新型综合注浆加固试验系统的研制及应用[J].工程科学学报,2017,39(8):1268-1277,10.

基金项目

国家重点研发计划课题资助项目(2016YFC0801604) (2016YFC0801604)

国家重点基础研究发展规划(973)资助项目(2013CB036000) (973)

工程科学学报

OA北大核心CSCDCSTPCD

2095-9389

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