Numerical Investigation on Factors Affecting Stability of Roadway Surrounding Rock with Fractured Roof

被引:0
作者
Ke Ding
Shitan Gu
Jiaxing Guo
Dong Gu
Zheng Liu
Baozhen Wei
机构
[1] Shandong University of Science and Technology,State Key Laboratory of Mining Disaster Prevention and Control Co
[2] Shandong University of Science and Technology,founded by Shandong Province and the Ministry of Science and Technology
来源
Geotechnical and Geological Engineering | 2019年 / 37卷
关键词
Roadway stability; Main control factor; Roof fracture; Numerical simulation; Stability;
D O I
暂无
中图分类号
学科分类号
摘要
Based on the feature of roadway surrounding rock with fractured roof, the influencing factors on the stability of roadway surrounding rock with fractured roof were analyzed. It was found that the main controlling factors affecting the deformation and failure of roadway surrounding rock with fractured roof are ground stress, roof strength and joint properties. Thus, numerical software UDEC was used to investigate these factors on the stability of roadway surrounding rock. Numerical results indicate that the greater the ground stress, the greater the roadway deformation. The weaker the roof strength, the larger the roadway deformation range. Roadway deformation increases rapidly with decreased joint properties.
引用
收藏
页码:2373 / 2385
页数:12
相关论文
共 66 条
[1]  
Barton N(2013)Shear strength criteria for rock, rock joints, rockfill and rock masses: problems and some solutions J Rock Mech Geotech Eng 5 249-261
[2]  
Das AJ(2017)Evaluation of stability of underground workings for exploitation of an inclined coal seam by the ubiquitous joint model Int J Rock Mech Min Sci 93 101-114
[3]  
Mandal PK(2017)Torsional wave propagation in an initially stressed anisotropic heterogeneous crustal layer lying over a viscoelastic half-space Proc Eng 173 980-987
[4]  
Bhattacharjee R(2017)Application of mine-induced free-field and building foundation vibrations for evaluation of their harmfulness using mining scales Proc Eng 199 2378-2383
[5]  
Tiwari S(2015)Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading Tunn Undergr Space Technol Inc Trenchless Technol Res 46 64-75
[6]  
Kushwaha A(2014)Experimental study on stability control technology of surrounding rock of deep roadways in coal mine Eng Sci 12 12-21
[7]  
Roy LB(2018)The analysis of creep characteristics of the surrounding rock of the carbonaceous rock tunnel based on Singh--Mitchell model IOP Conf Ser: Earth Environ Sci 108 12-42
[8]  
Kundu S(2017)Interpretation of environmental tracer data for conceptual understanding of groundwater flow: an application for fractured aquifer systems in the Kłodzko Basin, Sudetes Poland. Isot Environ Health Stud 53 466-483
[9]  
Kumari A(2013)Failure mechanism and stability control of a large section of very soft roadway surrounding rock shear slip Int J Min Sci Technol 23 127-134
[10]  
Kuzniar K(2016)Influence of dynamic pressure on deep underground soft rock roadway support and its application Int J Min Sci Technol 26 903-912