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基于松软围岩变形特征的强化预支护技术研究
引用本文:余伟健.基于松软围岩变形特征的强化预支护技术研究[J].矿业研究与开发,2006,26(5):19-21,54.
作者姓名:余伟健
作者单位:北京科技大学,金属矿山高效开采教育部重点实验室,北京,100083
摘    要:为解决松软围岩巷道的极不稳定性及寻求新的控制方法,在分析松软围岩变形特征的基础上,提出了强化预支护技术方法,并结合实际工程,获取一些岩性参数,用FLAC进行了4种预支护方案数值模拟和对比分析,认为强化预支护具有最优的特点。

关 键 词:松软围岩  变形特征  强化预支护技术  数值模拟
文章编号:1005-2763(2006)05-0019-03
收稿时间:2005-11-17
修稿时间:2005-11-17

Study on Enhanced Pre-support Techniques Base on the Deformation Characteristics of Loose and Soft Surrounding Rock
Yu Weijian.Study on Enhanced Pre-support Techniques Base on the Deformation Characteristics of Loose and Soft Surrounding Rock[J].Mining Research and Development,2006,26(5):19-21,54.
Authors:Yu Weijian
Affiliation:Key Laboratory of the Ministry of Education for High - Efficient Mining of Metal Mines, University of Science and Technology Beijing, Beijing 100083, China
Abstract:In order to seek for new support means of roadway in loose and soft rock, after analyzing the deformation characteristics of loose and soft surrounding rock, an enhanced pre - support technique is put forward. The some parameters of rock are gained according to the practice engineering. The numerical simulation, comparison and analysis of four kind of pre - support means are carried out by sue of FLAC, the results show that enhanced pre - support technique is optimum for loose and soft surrounding rock of roadway.
Keywords:Loose and soft surrounding rock  Deformation characteristic  Enhanced pre-support techniques  Numerical simulation
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