Laboratory pull-out tests on fully grouted rock bolts and cable bolts:Results and lessons learned

作     者：Isabelle Thenevin Laura Blanco-Martín Faouzi Hadj-Hassen Jacques Schleifer Zbigniew Lubosik Aleksander Wrana 

作者机构：MINES ParisTech Department of Geosciences PSL Research University 35 rue Saint Honoré Fontainebleau Cedex 77305 France Department of Extraction Technology and Mining Support Central Mining Institute (GIG) Katowice Poland 

出 版 物：《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报（英文版）)

年 卷 期：2017年第9卷第5期

页      面：843-855页

核心收录：

学科分类：081401[工学-岩土工程] 08[工学] 0818[工学-地质资源与地质工程] 0815[工学-水利工程] 0813[工学-建筑学] 0814[工学-土木工程] 

基　　金：supported by the European Research Fund for Coal and Steel in the AMSSTED Programme RFCR-CT-2013-00001 

主　　题：Pull-out test Fully grouted bolts Laboratory-scale Confining pressure Embedment length Bolt-grout interface 

摘      要：Laboratory pull-out tests were conducted on the following rock bolts and cable bolts:steel rebars,smooth steel bars,fiberglass reinforced polymer threaded bolts,flexible cable bolts,IR5/IN special cable bolts and Mini-cage cable *** diameter of the tested bolts was between 16 mm and 26 *** bolts were grouted in a sandstone sample using resin or cement *** tests were conducted under either constant radial stiffness or constant confining pressure boundary conditions applied on the outer surface of the rock *** most tests,the rate of displacement was about 0.02 mm/*** tests were performed using a pull-out bench that allows testing a wide range of *** paper provides an extensive database of laboratory pull-out test results and confirms the influence of the confining pressure and the embedment length on the pull-out response(rock bolts and cable bolts).It also highlights the sensitivity of the results to the operating conditions and to the behavior of the sample as a whole,which cannot be neglected when the test results are used to assess the bolt-grout or the grouterock interface.