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author:

Xuezhen Wu (Xuezhen Wu.) [1] (Scholars:吴学震) | Mingzhu Zhao (Mingzhu Zhao.) [2] | Qing Ye (Qing Ye.) [3] | Yujing Jiang (Yujing Jiang.) [4] | Tao Deng (Tao Deng.) [5] (Scholars:邓涛) | Hanfang Zheng (Hanfang Zheng.) [6] | Gang Wang (Gang Wang.) [7] | Zhenchang Guan (Zhenchang Guan.) [8] (Scholars:关振长)

Abstract:

High stress in surrounding rock will lead to serious problems,e.g.,rock burst in hard rock and large defor-mation in soft rock.The applied support system under high in-situ stress conditions should be able to carry high load and also accommodate large deformation without experiencing severe damage.In this paper,a specially designed energy-absorbing component for rock bolt and cable that can solve the above problems was proposed.The energy-absorbing component can provide support resistance by plastic deformation of the metal including constraint annulus and compression pipe.For practical engineering,two forms were proposed.One was installed in the surrounding rock by reaming,and the other was installed directly outside the surrounding rock.During the dilation of the surrounding rock,the relative displacement of constraint annulus and compression pipe occurs,resulting in deformation resistance.Deformation resistance is transmitted to the rock bolt or cable,providing support resistance.The lab test and numerical simulation showed that the energy-absorbing component can perfectly achieve the large deformation effect,the deformation amount is as high as 694 mm,and the bearing capacity is stable at 367 kN.The field application tests were carried out in the mining roadway of Xinjulong coal mine,and the results showed that the new type of cable can ensure itself not to break under the condition of large deformation of the surrounding rock.The energy-absorbing component has the superiorities of perform-ing large constant resistance and controllable deformation to effectively control the unpredictable disas-ters such as large deformation in soft rock and rock burst in hard rock encountered in deep strata.

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  • [ 1 ] [Mingzhu Zhao]福州大学
  • [ 2 ] [Gang Wang]Key Laboratory of Underground Engineering,Fujian University of Technology,Fuzhou 350118,China
  • [ 3 ] [Hanfang Zheng]College of Civil Engineering,Fuzhou University,Fuzhou 350108,China;School of Engineering,Nagasaki University,Nagasaki 852-8521,Japan
  • [ 4 ] [Tao Deng]福州大学
  • [ 5 ] [Zhenchang Guan]福州大学
  • [ 6 ] [Qing Ye]福州大学
  • [ 7 ] [Yujing Jiang]College of Civil Engineering,Fuzhou University,Fuzhou 350108,China;School of Engineering,Nagasaki University,Nagasaki 852-8521,Japan
  • [ 8 ] [Xuezhen Wu]福州大学

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Source :

矿业科学技术学报(英文版)

ISSN: 2095-2686

Year: 2024

Issue: 8

Volume: 34

Page: 1083-1093

1 1 . 7 0 0

JCR@2023

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ESI Highly Cited Papers on the List: 0 Unfold All

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30 Days PV: 0

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