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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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Development of a DFN-based probabilistic block theory approach for bench face angle design in open pit mining

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Journal of Rock Mechanics and Geotechnical Engineering 2024年第8期16卷 3047-3062页

作者： Jianhua Yan xiansen xing Zhihai Li Weida Ni Liuyuan Zhao Chun Zhu Yuanyuan He School of Earth Sciences and Engineering Hohai UniversityNanjing210098China POWERCHINA Huadong Engineering Corporation Limited Hangzhou311122China Zhejiang Huadong Construction Corporation Limited Hangzhou310004China The Seventh Geological Brigade of Hubei Geological Bureau Yichang443000China

In open pit mining,uncontrolled block instabilities have serious social,economic and regulatory consequences,such as casualties,disruption of operation and increased regulation *** this reason,bench face angle,as one of the controlling parameters associated with block instabilities,should be carefully designed for sustainable *** study introduces a discrete fracture network(DFN)-based probabilistic block theory approach for the fast design of the bench face angle.A major advantage is the explicit incorporation of discontinuity size and spatial distribution in the procedure of key blocks *** proposed approach was applied to a granite mine in ***,DFN models were generated from a multi-step modeling procedure to simulate the complex structural characteristics of pit ***,a modified key blocks searching method was applied to the slope faces modeled,and a cumulative probability of failure was obtained for each ***,a bench face angle was determined commensurate with an acceptable risk level of *** simulation results have shown that the number of hazardous traces exposed on the slope face can be significantly reduced when the suggested bench face angle is adopted,indicating an extremely low risk of uncontrolled block instabilities.

关键词： Open pit mine Bench face angle Block theory Probabilistic approach Discrete fracture network modeling Fractured rock slope

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辽东湾多锚单片张网网目尺寸选择性研究

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大连海洋大学学报 2020年第2期35卷 317-322页

作者：刘宏超张国胜李显森庄鑫殷雷明李泓泉滕文良邢彬彬大连海洋大学辽宁省海洋牧场工程技术研究中心辽宁大连116023 中国水产科学院黄海水产研究所农业农村部海洋渔业资源可持续利用重点开放实验室山东省渔业资源与生态环境重点实验室山东青岛266071

为掌握网目尺寸对多锚单片张网捕捞生产量、渔获种类及渔获物规格等指标的影响,采用主网衣网目尺寸为18 mm的生产网,及主网衣网目尺寸分别为25、35、45 mm的试验网各5片,将其连接成“一”字形,在辽东湾海域进行了10网次的生产对比试验... 详细信息

为掌握网目尺寸对多锚单片张网捕捞生产量、渔获种类及渔获物规格等指标的影响,采用主网衣网目尺寸为18 mm的生产网,及主网衣网目尺寸分别为25、35、45 mm的试验网各5片,将其连接成“一”字形,在辽东湾海域进行了10网次的生产对比试验研究。结果表明:各种规格试验网的总渔获量比生产网分别减少12.81%、51.50%、60.81%,其中35、45 mm试验网的渔获量减少更为明显,但主要经济种类的渔获量并未明显减少(除虾类外);生产网(18 mm)渔获物29种,25、35、45 mm网目的试验网渔获物分别为24、17、14种,随着网目尺寸的增大,捕获种类明显减少;生产网中以中华安乐虾Eualus sinensis、葛氏长臂虾Palaemon gravieri居多,棘头梅童鱼Collichthys lucidus、斑尾刺虾虎鱼Acanthogobius ommaturus、日本蟳Charybdis japonica、口虾蛄Oratosquilla oratoria为4种网具共有的优势渔获种类,而试验网随着网目尺寸的增大,虾类被释放,且各类优势种最小体长组释放比例明显增大,幼鱼捕获量明显减少,兼捕现象得到缓解。研究表明,主网衣网目尺寸为35 mm的试验网对优势种的选择性较高,且能够为渔民获得较好的经济效益,本研究成果可为中国多锚单片张网的结构优化提供数据参考。

关键词：多锚单片张网网目尺寸选择性辽东湾

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