CONTROL TECHNOLOGY FOR LARGE DEFORMATION OF MESOZOIC COMPOUND SOFT ROCK IN XINJIANG AND ITS APPLICATION
HE Manchao1，2，YUAN Yue1，2，WANG Xiaolei1，2，WU Zhaoqiang1，2，LIU Chao1，2，JIANG Yulin1，2
(1. School of Mechanics and Civil Engineering，China University of Mining and Technology，Beijing 100083，China；
2. State Key Laboratory for Geomechanics and Deep Underground Engineering，China University of Mining and Technology，
Beijing 100083，China)
Abstract：In view of failure phenomena with nonlinear large deformation including roof subsidence，sidewall bulge and floor heave occurred in mesozoic compound soft rock of Shajihai coal mine in Xinjiang，according to the methods of geological survey，theoretical analysis，numerical calculation，physicochemical test，hydrological properties test of soft rock，in-situ test，the composite failure mechanism of molecular expansion，movement of structural plane and excavation disturbance for mesozoic compound soft rock roadway in this area is analyzed deeply. Then，an initiative supporting technology system which is based on constant resistance with large deformation coupling support is proposed. Firstly，through constant resistance device，the swelling and plastic energy of surrounding rock is released fully；and the support load，stress concentration are reduced. With the aid of high-resistance performance，the excessive harmful deformation is restrained；and the plastic zone of surrounding rock is controlled reasonably. Secondly，uncoordinated deformation between the surrounding rock and support，which is caused by large plastic deformation and the dislocation of weak structural plane，is eliminated through the secondary bolt-net-cable coupling support. Grouting bolt is used to control large deformation of floor heave. Ultimately，a collaborative bearing system of the surrounding rock-supporting structure is formed. The optimizations of construction process and parameter design are studied based on the design method of nonlinear large deformation mechanics and numerical analysis. Engineering practice shows that this technology has been successfully applied to ensure the stability of roadway.
何满潮1，2，袁 越1，2，王晓雷1，2，吴兆强1，2，刘 超1，2，姜育林1，2. 新疆中生代复合型软岩大变形控制技术及其应用[J]. 岩石力学与工程学报, 2013, 32(3): 433-441.
HE Manchao1，2，YUAN Yue1，2，WANG Xiaolei1，2，WU Zhaoqiang1，2，LIU Chao1，2，JIANG Yulin1，2. CONTROL TECHNOLOGY FOR LARGE DEFORMATION OF MESOZOIC COMPOUND SOFT ROCK IN XINJIANG AND ITS APPLICATION. , 2013, 32(3): 433-441.
何满潮，钱七虎. 深部岩体力学基础研究综述[C]// 第九届全国岩石力学与工程学术大会论文集. 北京：科学出版社，2006：49-62. (HE Manchao，QIAN Qihu. Summary of basic research on rock mechanics at great depth[C]// Proceedings of the 9th Rock Mechanics and Engineering Conference. Beijing：Science Press，2006：49-62.(in Chinese))
<body>Your browse does not support frame!</body>
2013, Vol. 32 
