DocumentCode :
3234579
Title :
Effect of weak structural layer on the zonal disintegration formation in the deep rock (The principle of the zonal disintegration formation)
Author :
Jianguo, Ning ; Haitao, Li ; Yunliang, Tan ; Ming, Li
Author_Institution :
Key Lab. of Mine Disaster Prevention & Control, Shandong Univ. of Sci. & Technol., Qingdao, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
5908
Lastpage :
5911
Abstract :
Zonal disintegration has attracted the attention of many experts and scholars, also is the theoretical and practical issue to be solved in deep rock engineering. Based on the typically geological and mining conditions of Xinwen coal mine area, first, the compressive strength of rock samples which were taken from deep roadway was tested in the laboratory, and the layer thickness was identified according to compressive strength. Then, the failure characteristics were detected with strata exploring instrument. The result shows that zonal disintegration exists in surrounding rock of deep roadway, the location of fracture zone is almost the same with that of weak structural layer. When the initial stress is larger than the uniaxial compressive strength of rock in deep rock engineering, it is the external factor of zonal disintegration formation, at the same time, the weak structural layer is the internal factor.
Keywords :
coal; compressive strength; fracture; geology; geotechnical engineering; mining; road building; rocks; structural engineering; Xinwen coal mine area; compressive strength; deep roadway; deep rock engineering; failure characteristics; fracture zone; geological conditions; mining conditions; strata exploring instrument; weak structural layer; zonal disintegration formation; Drilling machines; Floors; Instruments; Laboratories; Rocks; Stress; deep rock mass; weak structural layer; zonal disintegration;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775153
Filename :
5775153
Link To Document :
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