Journal of Mining & Safety Engineering ›› 2014, Vol. 31 ›› Issue (4): 575-579.
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Abstract: Because of the poor reliability of bolt support in seepage argillaceous roadway, roof fall accidents occur frequently. In this paper, typical rock disintegration and weathering experiments, field tests of roadway deformation rules and bolt anchorage performance in water seepage roadways were studied. The results indicate that once the clay mineral in roadway surrounding rock meet water, the rock will become sliming and weathering embrittlement, which will cause a sharply decrease in the load bearing capability. In addition, the deformation of seepage argillaceous roadway has obvious stage characteristics, which shows whole process of “decelerated deformation-weak argillization-accelerated deformation-strong argillization-instability”. Thus, the key point of stability control in such roadway is to control the argillaceous process effectively. Meanwhile, the surrounding rock control technology in seepage argillaceous roadway was proposed, which is composed of “there-high” bolt enhancement technology and lag grouting strengthening technology. Moreover, the best grouting time which is 10 to 30 days after the roadway drivage was given, engineering practice was then conducted, and good results were obtained.
Key words: seepage;argillaceous surrounding rock;bolt support;“there-high&rdquo, bolt support;lag grouting;strengthen control
WANG Cheng, HAN Yafeng, ZHANG Nianchao, QIAN Deyu. Surrounding rock stability control with bolt support in seepage argillaceous roadway[J]. Journal of Mining & Safety Engineering, 2014, 31(4): 575-579.
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http://ckxb.cumt.edu.cn/EN/Y2014/V31/I4/575