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Original Articles

An elastoplastic coupling mechanical model for hard and brittle marble with consideration of the first stress invariant effect

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Pages 405-428 | Received 05 Nov 2015, Accepted 23 May 2016, Published online: 16 Jun 2016

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Lan Cui, Qian Sheng, You-kou Dong, Chen-xi Miao, Jue-hao Huang & Aijun Zhang. (2022) Two-stage analysis of interaction between strain-softening rock mass and liner for circular tunnels considering delayed installation of liner. European Journal of Environmental and Civil Engineering 26:4, pages 1492-1517.
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Xuanchun Wei, Bing Zhao, Cheng Ji, Zihan Liu & Zhennan Zhang. (2023) Elastoplastic augmented virtual internal bond modeling for rock: A fracture‐plasticity combined constitutive model. International Journal for Numerical and Analytical Methods in Geomechanics 47:8, pages 1331-1348.
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Milad ZaheriMasoud Ranjbarnia. (2023) Long-Term Analysis of Tunnels in Rheological Rock Masses Considering the Excavation-Damaged Zone. International Journal of Geomechanics 23:1.
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Yang Fanjie, Zhou Hui, Xiao Haibin, Muhammad Usman Azhar, Zhu Yong & Chi Fudong. (2022) Numerical simulation method for the process of rockburst. Engineering Geology 306, pages 106760.
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Yingming Xiao, Yafei Qiao, Manchao He, Hongru Li, Tai Cheng & Jie Tang. (2022) A unified strain-hardening and strain-softening elastoplastic constitutive model for intact rocks. Computers and Geotechnics 148, pages 104772.
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Yan-Ning Wang, Le-Chen Wang & Huan-Zhu Zhou. (2022) An experimental investigation and mechanical modeling of the combined action of confining stress and plastic strain in a rock mass. Bulletin of Engineering Geology and the Environment 81:5.
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Junchao Jin, Chengxue She & Pengyang Shang. (2021) Evolution models of the strength parameters and shear dilation angle of rocks considering the plastic internal variable defined by a confining pressure function. Bulletin of Engineering Geology and the Environment 80:4, pages 2925-2953.
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Fanjie Yang, Hui Zhou, Chuanqing Zhang, Jingjing Lu, Xinjing Lu & Yijun Geng. (2020) An analysis method for evaluating the safety of pressure water conveyance tunnel in argillaceous sandstone under water-weakening conditions. Tunnelling and Underground Space Technology 97, pages 103264.
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