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Support principles of NPR bolt/cable and control techniques of large-deformation disasters 被引量:7
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作者 Tao Zhigang Zhang Haijiang +1 位作者 Chen Yifan Jiang Chaochao 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2016年第6期967-973,共7页
Deep mining has been paid much more attention because of the depletion of shallow mining resources.Traditional bolts could be invalid to accommodate large displacement and deformation in geomaterials.Consequently, alt... Deep mining has been paid much more attention because of the depletion of shallow mining resources.Traditional bolts could be invalid to accommodate large displacement and deformation in geomaterials.Consequently, alternative support and reinforcement bolts need to be studied and their constitutive models also need to be developed to help understanding for the complex stress-strain responses of rock masses under loadings. The effect of Negative Poisson's Ratio(NPR) that is attributed to the swelling phenomenon along the lateral direction may appear in metal materials under tensional loadings. Thence NPR materials often have an advantage over NPR ones in mechanical behavior such as impact resistance, antishearing, and energy absorbed. From the characteristics of NPR materials, a series of bolt and cable supports with the effect of NPR and constant-resistance have been recently developed. We here firstly introduce the structural features of NPR support. Then the constitutive model of NPR support is presented and its corresponding equation of energy equilibrium. Its basic principle interacted on rock masses is further discussed. Finally, NPR cables are employed to support the slope of an open-pit mine. The applications show that NPR cables can ease failure within the slope and play an important role in predicting and providing early warning of slope failure, together with a monitoring system of slope stability. 展开更多
关键词 Negative Poisson's ratio (NPR)Large-deformation related disaster Constitutive relationship Landslide prediction
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Model predictions for behaviors of sand-nonplastic-fines mixtures using equivalent-skeleton void-ratio state index 被引量:8
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作者 XIAO Yang SUN YiFei +3 位作者 LIU HanLong XIANG Jia MA QiFeng LONG LeiHang 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2017年第6期878-892,共15页
It is a challenge to suggest a constitutive model for describing the stress-strain behavior of sand-fines mixtures due to that these granular mixtures exhibited very complex behaviors at different densities, pressure... It is a challenge to suggest a constitutive model for describing the stress-strain behavior of sand-fines mixtures due to that these granular mixtures exhibited very complex behaviors at different densities, pressures and fines contents. In this study, an elastoplastic constitutive model within the framework of the bounding surface plasticity and critical state theories was proposed for sand-nonplastic-fines mixtures by using the concept of the equivalent-skeleton void ratio and equivalent-skeleton void-ratio state index. The proposed model with a set of material constants calibrated from a few tests could be used to model the fines-dependent and state-dependent behaviors of the sand-nonplastic-fines mixture including the strain- softening and volumetric-expansion behaviors in the drained triaxial compression tests, and also the effects of fines content on the critical state lines in both the deviatoric stress versus mean effective stress and the void ratio versus mean effective stress planes. 展开更多
关键词 sand fines equivalent-skeleton void ratio critical-state strength dilatancy constitutive model
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