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Post-peak Stress-strain Relationship of Rock Mass Based on Hoek-Brown Strength Criterion

机译：基于霍克-布朗强度判据的岩体峰后应力-应变关系

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Jianxin Han; Shucai Li; Shuchen Li; Lei Wang;
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年度 2012
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1. Study of Post-Peak Strain Softening Mechanical Behaviour of Rock Material Based on Hoek-Brown Criterion [J] . Lin Qibin, Cao Ping, Wang Peixin Advances in civil engineering . 2018,第PTa3期

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2. Strength criterion effect on the mechanical response of elasto-brittle plastic rock mass considering different post-peak elastic strain forms [J] . Lei Li, Xianbiao Mao, Liang Chen Journal of Mines, Metals & Fuels . 2019,第4期

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3. A novel numerical-iterative-approach for strain-softening surrounding rock incorporating rockbolts effectiveness and hydraulic-mechanical coupling based on Three-Dimensional Hoek-Brown strength criterion [J] . Zou Jin-feng, Sheng Yu-ming, Xia Ming-yao, Tunnelling and underground space technology . 2020,第Jula期

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4. Estimation of Strength of Massive Jointed Rock Mass Based on Generalized Hoek-Brown Criterion [C] . Fengshan Han International Conference on Civil, Architectural and Hydraulic Engineering . 2012

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5. An empirical nonlinear stress-dependent constitutive relationship for rock masses based on rock mass classification. [D] . Nicholson, Glenn Austin. 1989

机译：基于岩体分类的经验岩体非线性应力依赖本构关系。
6. A new method for evaluating the rock mass damage index based on the field point load strength [O] . Lei Wen, Zhou quan Luo, Shi jiao Yang, 2019

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7. Estimation of rock mass mechanical parameters of an open-pit mine slope based on the Hoek-Brown criterion and analysis of slope stability [O] . Baoqin Lian, Xingang Wang 2016

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Post-peak Stress-strain Relationship of Rock Mass Based on Hoek-Brown Strength Criterion

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