Experimental and numerical studies on progressive debonding of grouted rock bolts

查看全文 作　　者：Hao [1,2]Shi;Lei [1]Song;Houquan [1]Zhang;Wenlong [3]Chen;Huasheng [4]Lin;Danqi [5]Li;Guozhu [1]Wang;Huayun [1]Zhao

机构地区：[1]State Key Laboratory for Geomechanics&Deep Underground Engineering,School of Mechanics&Civil Engineering,China University of Mining and Technology,Xuzhou 221116,China;[2]School of Civil Engineering and Architecture,Anhui University of Science and Technology,Huainan 232001,China;[3]School of Water,Energy and Environment,Cranfield University,Cranfield MK430AL,UK;[4]Glencore Coal Assets Australia,Mount Thorley,NSW 2330,Australia;[5]WA School of Mines:Minerals,Energy and Chemical Engineering,Curtin University,Kalgoorlie WA6430,Australia

出　　处：《International Journal of Mining Science and Technology》索引2022年第32卷第1期,共12页

基　　金：Financial supports for this work,provided by the National Natural Science Foundation of China(No.41974164);the Scientific Research Startup Fund for High Level Talents Introduced by Anhui University of Science and Technology(No.2021yjrc16);the Chinese Government Scholarship(No.201906420030),are gratefully acknowledged. 摘　　要：Understanding the mechanism of progressive debonding of bolts is of great significance for underground safety.In this paper,both laboratory experiment and numerical simulation of the pull-out tests were performed.The experimental pull-out test specimens were prepared using cement mortar material,and a relationship between the pull-out strength of the bolt and the uniaxial compressive strength(UCS)of cement mortar material specimen was established.The locations of crack developed in the pull-out process were identified using the acoustic emission(AE)technique.The pull-out test was reproduced using 2D Particle Flow Code(PFC^(2D))with calibrated parameters.The experimental results show that the axial displacement of the cement mortar material at the peak load during the test was approximately 5 mm for cement-based grout of all strength.In contrast,the peak load of the bolt increased with the UCS of the confining medium.Under peak load,cracks propagated to less than one half of the anchorage length,indicating a lag between crack propagation and axial bolt load transmission.The simulation results show that the dilatation between the bolt and the rock induced cracks and extended the force field along the anchorage direction;and,it was identified as the major contributing factor for the pull-out failure of rock bolt. 关键词：Bolt pull-out test Bolt failure process AE positioning Meso-interaction PFC2D simulation

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Experimental and numerical studies on progressive debonding of grouted rock bolts

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耦合文献(246)

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