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Failure behavior and strength model of blocky rock mass with and without rockbolts

International Journal of Mining Science and Technology 2024年第6期34卷 747-762页

作者： Chun Zhu Xiansen Xing Manchao He Zhicheng Tang Feng Xiong Zuyang Ye Chaoshui Xu School of Earth Sciences and Engineering Hohai UniversityNanjing 210024China Key Laboratory of Water Management and Water Security for Yellow River Basin Ministry of Water Resources(under construction)Zhengzhou 450003China State Key Laboratory for Geomechanics&Deep Underground Engineering China University of Mining and TechnologyBeijing 10083China Faculty of Engineering China University of GeosciencesWuhan 430074China State Key Laboratory of Geomechanics and Geotechnical Engineering Institute of Rock and Soil MechanicsChinese Academy of SciencesWuhan 430071China School of Resource and Environmental Engineering Wuhan University of Science and TechnologyWuhan 430081China School of Chemical Engineering Faculty of SciencesEngineering and TechnologyThe University of AdelaideAdeliade 5005Australia

To better understand the failure behaviours and strength of bolt-reinforced blocky rocks,large scale extensive laboratory experiments are carried out on blocky rock-like specimens with and without rockbolt *** results show that both shear failure and tensile failure along joint surfaces are observed but the shear failure is a main controlling factor for the peak strength of the rock mass with and without *** rockbolts are necked and shear deformation simultaneously happens in bolt reinforced rock *** the joint dip angle increases,the joint shear failure becomes more *** number of rockbolts has a significant impact on the peak strain and uniaxial compressive strength(UCS),but little influence on the deformation modulus of the rock *** the Winkler beam model to represent the rockbolt behaviours,an analytical model for the prediction of the strength of boltreinforced blocky rocks is *** agreement between the UCS values predicted by proposed model and obtained from experiments suggest an encouraging performance of the proposed *** addition,the performance of the proposed model is further assessed using published results in the literature,indicating the proposed model can be used effectively in the prediction of UCS of bolt-reinforced blocky rocks.

关键词： blocky rock mass rockbolt ground support Uniaxial compression test Failure mechanism Uniaxial compressive strength model

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Experimental and Numerical Study on Anchorage Strength and Deformation Properties of blocky rock mass

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Computer Modeling in Engineering & Sciences 2020年第11期125卷 725-753页

作者： Junfu Zhu Qian Yin Hongwen Jing Xinshuai Shi Minliang Chen State Key Laboratory for Geomechanics and Deep Underground Engineering China University of Mining and TechnologyXuzhou221116China State Key Laboratory of Geohazard Prevention and Geoenvironment Protection Chengdu University of TechnologyChengdu610059China JSTI Group Nanjing210000China

This study experimentally and numerically investigated the anchorage properties,bolt force evolution,deformation and stress fields of blocky rock mass with various dip angles of joint surfaces under an applied axial *** results show that due to bolt reinforcement,the axial stress-strain curves of anchorage blocky rock mass show typical strain-hardening characteristics,and comparedwithmodels without anchorage,the peak strength and elastic modulus increase by 21.56%and 20.0%,*** an increase in axial stress,the lateral strain continuously increases,and restriction effects of bolts reduce the overall deformation of model *** axial stressstrain curves of anchorage blocky rock mass in the simulations present a“double peak strength”phenomenon due to bolt reinforcement,and the peak strength,second peak strength,residual strength,surface displacement field,as well as the principal stress fields all depend on the dip angles of joint *** a result of the bolt reinforcement effects,cone-shaped compression zones are produced in the models,and compression zones of adjacent bolts superimpose with each other to form anchorage belts,improving the overall bearing capacity of anchorage *** stress concentration can be observed at both bolt end and anchorage *** only the role of bolt support transfers the blocky rock mass to be a three-dimensional stress state through compression effects,but also it improves both tensile strength and shear resistance of both joint surfaces and the overall blocky rock mass.

关键词： blocky rock mass anchorage strength displacement numerical simulation

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Influence of degree of interlock on confined strength of jointed hard rock masses

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Journal of rock Mechanics and Geotechnical Engineering 2020年第6期12卷 1152-1170页

作者： Navid Bahrani Peter K.Kaiser a Department of Civil and Resource Engineering Dalhousie UniversityHalifaxNova ScotiaCanada b Bharti School of Engineering Laurentian UniversitySudburyOntarioCanada

The strength of jointed rock mass is strongly controlled by the degree of interlock between its constituent rock *** degree of interlock constrains the kinematic freedom of individual rock blocks to rotate and slide along the block forming *** HoekeBrown(HB)failure criterion and the geological strength index(GSI)were developed based on experiences from mine slopes and tunneling projects in moderately to poorly interlocked jointed rock *** has since then been demonstrated that the approach to estimate the HB strength parameters based on the GSI strength scaling equations(called the‘GSI strength equations’)tends to underestimate the confined peak strength of highly interlocked jointed rock masses(***>65),where the rock mass is often non-persistently jointed,and the intact rock blocks are strong and *** estimation of the confined strength of such rock masses is relevant when designing mine pillars and abutments at great depths,where the confining pressure is high enough to prevent block rotation and free sliding on block *** this article,a grain-based distinct element modeling approach is used to simulate jointed rock masses of various degrees of interlock and to investigate the influences of block shape,joint persistence and joint surface condition on the confined peak *** focus is on non-persistently jointed and blocky(persistently jointed)rock masses,consisting of hard and homogeneous rock blocks devoid of any strength degrading defects such as *** results from this investigation confirm that the GSI strength equations underestimate the confined strength of highly interlocked and non-persistently jointed rock ***,the GSI strength equations are found to be valid to estimate the confined strength of persistently jointed rock masses with smooth and non-dilatant joint surfaces.

关键词： rock mass strength Degree of interlock Non-persistently jointed rock mass blocky rock mass Geological strength index(GSI) GSI strength equations

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