Failure mechanism and supporting measures for large deformation of Tertiary deep soft rock

被引:0
|
作者
Guo Zhibiao
Wang Jiong
Zhang Yuelin
机构
[1] School of Mechanics and Civil Engineering, China University of Mining and Technology
[2] State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology
基金
中国国家自然科学基金; 美国国家科学基金会;
关键词
Tertiary deep soft rock; Failure mechanism of large deformation; Constant resistance and large deformation; bolt; Countermeasures of constant resistance; control;
D O I
暂无
中图分类号
TD353 [巷道支护];
学科分类号
0819 ;
摘要
The Shenbei mining area in China contains typical soft rock from the Tertiary Period. As mining depths increase, deep soft rock roadways are damaged by large deformations and constantly need to be repaired to meet safety requirements, which is a great security risk. In this study, the characteristics of deformation and failure of typical roadway were analyzed, and the fundamental reason for the roadway deformation was that traditional support methods and materials cannot control the large deformation of deep soft rock. Deep soft rock support technology was developed based on constant resistance energy absorption using constant resistance large deformation bolts. The correlative deformation mechanisms of surrounding rock and bolt were analyzed to understand the principle of constant resistance energy absorption. The new technology works well on-site and provides a new method for the excavation of roadways in Tertiary deep soft rock.
引用
收藏
页码:121 / 126
页数:6
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