Mechanical characteristics and deformation control of surrounding rock in weakly cemented siltstone

被引:80
|
作者
Yu, Weijian [1 ,2 ]
Li, Ke [1 ,3 ]
Liu, Ze [1 ]
An, Baifu [1 ,2 ]
Wang, Ping [1 ,2 ]
Wu, Hai [1 ,2 ]
机构
[1] Hunan Univ Sci & Technol, Sch Resource & Environm & Safety Engn, Xiangtan 411201, Hunan, Peoples R China
[2] Hunan Univ Sci & Technol, Hunan Prov Key Lab Safe Min Tech Coal Mines, Xiangtan 411201, Hunan, Peoples R China
[3] Guizhou Inst Technol, Coll Min, Guiyang 550003, Guizhou, Peoples R China
基金
中国国家自然科学基金;
关键词
Weakly cemented siltstone; Roadway support technology; Marithan polyurethane; Grouting reinforcement; Combined support scheme; COMPRESSIVE STRENGTH; SUPPORT TECHNOLOGY; MINE ROADWAYS;
D O I
10.1007/s12665-021-09626-2
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The roof of coal seams are mostly soft rock with weak cementation. To further study the mechanical characteristics and deformation control scheme of the roadway with weakly cemented siltstone as roof, this paper took Linchang coal mine as the research background and adopted field investigation methods, laboratory experiments, and theoretical analysis. Using a scanning electron microscope, it is found that the weakly cemented siltstone is composed of coarse-grained minerals with a high degree of pore development. According to the analysis, the instability factors of weakly cemented siltstone roadway include the late diagenetic age of rock, the low mechanical strength of rock, and the change of surrounding rock properties by pouring water. The selection of grouting reinforcement materials was studied in detail. The test results show that cement-bonded specimens' strength is lower than that of Marithan polyurethane cement specimens in general. The combined support scheme based on grouting reinforcement is put forward. Field monitoring data show that the designed support scheme can effectively control the surrounding rock deformation of weakly cemented siltstone roadway.
引用
收藏
页数:15
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