Arid
A numerical study of goaf stability under a desert expressway
Chen, S. G.; Hu, C.; Xiong, L.
通讯作者Chen, S. G.
会议名称10th International Conference on Advances in Discontinuous Numerical Methods and Applications in Geomechanics and Geoengineering (ICADD)
会议日期DEC 06-08, 2011
会议地点Honolulu, HI
英文摘要

Yushen expressway is 88 km long, going through 5 mines with goafs. The goafs with the pillar width and intervals of 6-15 m are all mined by the room and pillar method and the overburden ranges 20-120 m. This paper employed the discrete element code UDEC to simulate the stability of goafs under expressways. It investigated the patterns of overburden movement and surface subsidence due to the excavation of goafs.


来源出版物ADVANCES IN DISCONTINUOUS NUMERICAL METHODS AND APPLICATIONS IN GEOMECHANICS AND GEOENGINEERING
出版年2012
页码289-294
ISBN978-0-415-68404-0
EISBN978-0-203-11442-1
出版者CRC PRESS-TAYLOR & FRANCIS GROUP
类型Proceedings Paper
语种英语
国家Peoples R China
收录类别CPCI-S
WOS记录号WOS:000329628600036
WOS类目Engineering, Geological ; Geosciences, Multidisciplinary
WOS研究方向Engineering ; Geology
资源类型会议论文
条目标识符http://119.78.100.177/qdio/handle/2XILL650/300148
作者单位Southwest Jiaotong Univ, Chengdu, Sichuan, Peoples R China
推荐引用方式
GB/T 7714
Chen, S. G.,Hu, C.,Xiong, L.. A numerical study of goaf stability under a desert expressway[C]:CRC PRESS-TAYLOR & FRANCIS GROUP,2012:289-294.
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