Model tests on grouting reinforcement of water-rich broken rock mass

被引：0
|
作者：
Li Z.-F. [1 ,2 ]
Li S.-C. [1 ]
Zhagn Q.-S. [1 ]
Jiang Y.-J. [2 ,3 ]
Liu R.-T. [1 ]
Yang L. [1 ]
Bai J.-W. [1 ]
Sha F. [1 ]
Chen B.-H. [1 ]
Wu X.-Z. [2 ,3 ]
机构：
[1] Geotechnical and Structural Engineering Research Center, Shandong University, Jinan
[2] Geoenvironmental Laboratory, Graduate School of Engineering, Nagasaki University, Nagasaki
[3] State Key Laboratory of Mining Disaster Prevention and Control Cofounded by Shandong Province and the Ministry of Science and Technology, Shandong University of Science and Technology, Qingdao
来源：
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering | 2016年 / 38卷 / 12期
关键词：
Compressive strength; Grouting reinforcement; Model test; Water-rich broken rock mass;
D O I：
10.11779/CJGE201612013
中图分类号：
学科分类号：
摘要：
An experimental device for testing the grouting reinforcement of water-rich broken rock mass is designed. Grouting reinforcement tests are conducted on the water-rich broken lime rock mass by using cement PO42.5, cement SAC42.5 and self-developed materials. By analyzing on the results of the uniaxial compression tests on reinforced rock samples, the influences of the grouting pressure, grouting materials and argillaceous filler inside the broken rock mass on the grouting effectiveness are studied. ANOVA is adopted to determine the dominant factors which influence the grouting effectiveness and their interior interactions. The self-developed materials are proved to have better performance than Portland and Sulfur-aluminate cement materials. The test results are successfully applied to engineering practice with a good grouting effect. © 2016, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved.
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页码：2246 / 2253
页数：7
相关论文
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