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A new analytical solution for calculation the displacement and shear stress of fully grouted rock bolts and numerical verifications

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International Journal of Mining Science and Technology 2016年第6期26卷 1073-1079页

作者： ghadimi mostafa Shariar Koroush Jalalifar Hossein Department of Mining Engineering Science and Research Branch Islamic Azad University Tehran *** Iran Faculty of Mining Metallurgy and Petroleum Engineering Amir Kabir University of Technology Tehran 158754413 Iran Department of Petroleum and Mining Engineering Shahid Bahonar University of Kerman Kerman *** Iran

In presence of difficult conditions in coal mining roadways, an adequate stabilization of the excavation boundary is required to ensure a safe progress of the construction. The stabilization of the roadways can be improved by fully grouted rock bolt, offering properties optimal to the purpose and versatility in use. Investigations of load transfer between the bolt and grout indicate that the bolt profile shape and spacing play an important role in improving the shear strength between the bolt and the surrounding strata. This study proposes a new analytical solution for calculation displacement and shear stress in a fully encapsulated rock bolt in jointed rocks. The main characteristics of the analytical solution consider the bolt profile and jump plane under pull test conditions. The performance of the proposed analytical solution, for three types of different bolt profile configurations, is validated by ANSYS software. The results show there is a good agreement between analytical and numerical methods. Studies indicate that the rate of displacement and shear stress from the bolt to the rock exponentially decayed. This exponential reduction in displacement and shear stress are dependent on the bolt characteristics such as: rib height, rib spacing, rib width and grout thickness, material and joint properties.

关键词： Fully grouted bolt Jointed rock Displacement Shear stress

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Optimization of the fully grouted rock bolts for load transfer enhancement

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International Journal of Mining Science and Technology 2015年第5期25卷 707-712页

作者： ghadimi mostafa Shahriar Korosh Jalalifar Hossein Department of Mining Engineering Tehran Science and Research BranchIslamic Azad University Faculty of Mining Metallurgy and Petroleum EngineeringAmir Kabir University of Technology Department of Petroleum and Mining Engineering Environmental and Energy Research CenterShahidBahonar University of Kerman

The purpose of this study is to investigate the role of bolt profile configuration in load transfer capacity between the bolt and ***,five types of rock bolts are used with different *** rock bolts are modeled by ANSYS *** show that profile rock bolt T_3 and T_ with load capacity 180 and 195 kN in the jointed rocks,are the optimum ***,the performances of the selected profiles are examined in Tabas Coal Mine by FLAC *** is good subscription between the results of numerical modeling and instrumentation reading such as tells tale,sonic extensometer and strain gauge rock *** to the finding of this study,the proposed pattern of rock bolts,on 7 + 6 patterns per meter with 2 flexi bolt(4 m) for support gate road.

关键词： Fully grouted rock bolts Numerical modeling Load transfer Bolt profile

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维普期刊数据库

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Analysis profile of the fully grouted rock bolt in jointed rock using analytical and numerical methods

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International Journal of Mining Science and Technology 2014年第5期24卷 609-615页

作者： ghadimi mostafa Shahriar Kourosh Jalalifar Hossein Department of Mine Science and Research Branch Islamic Azad University Faculty of Mining Metallurgy and Petroleum Engineering Amir Kabir University of Technology Department of Petroleum and Mining Engineering Environmental and Energy Research Center Shahid Bahonar University of Kerman

The purpose of this study was to investigate the effect of bolt profile on load transfer mechanism of fully grouted bolts in jointed rocks using analytical and numerical methods. Based on the analytical method with development of methods, a new model is presented. To validate the analytical model, five different profiles modeled by ANSYS software. The profile of rock bolts T3 and T4with load transfer capacity,respectively 180 and 195 kN in the jointed rocks was selected as the optimum profiles. Finally, the selected profiles were examined in Tabas Coal Mine. FLAC analysis indicates that patterns 6+7 with2 NO flexi bolt 4 m better than other patterns within the faulted zone.

关键词： Fully grouted bolt Load transfer mechanism Jointed rocks Analytical and numerical methods

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