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author:

Zheng, H. (Zheng, H..) [1] | Wu, X. (Wu, X..) [2] | Jiang, Y. (Jiang, Y..) [3] | Wang, G. (Wang, G..) [4] | Zheng, B. (Zheng, B..) [5] | Zhu, J. (Zhu, J..) [6] | Hu, J. (Hu, J..) [7]

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Abstract:

The fully encapsulated bolt is prone to stress concentration, which leads to the bolt breaking suddenly.Energy-absorbing bolt adapted to the large deformation of surrounding rock through slight yield but long-term support.When filling thickness to asperity height ratio (t/a) is small, the joint shear failure behavior is controlled by the asperities and the filling.When t/a is large, the joint shear failure mainly exists within the filling. © 2023, The Author(s), under exclusive licence to Springer-Verlag GmbH Austria, part of Springer Nature.

Keyword:

Direct shear test Energy-absorbing bolt Filling thickness JRC Shear energy

Community:

  • [ 1 ] [Zheng H.]College of Civil Engineering, Fuzhou University, Fuzhou, 350100, China
  • [ 2 ] [Zheng H.]School of Engineering, Nagasaki University, 1-14 Bunkyo-Machi, Nagasaki, 8528521, Japan
  • [ 3 ] [Wu X.]College of Civil Engineering, Fuzhou University, Fuzhou, 350100, China
  • [ 4 ] [Jiang Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350100, China
  • [ 5 ] [Jiang Y.]School of Engineering, Nagasaki University, 1-14 Bunkyo-Machi, Nagasaki, 8528521, Japan
  • [ 6 ] [Wang G.]College of Civil Engineering, Fujian University of Technology, Fuzhou, 350100, China
  • [ 7 ] [Zheng B.]Power China Huadong Engineering Corporation Limited, Hangzhou, 310014, China
  • [ 8 ] [Zhu J.]Fujian Xinhuaxia Construction Engineering Group Co., Ltd, Longyan, 361000, China
  • [ 9 ] [Hu J.]College of Civil Engineering, Fuzhou University, Fuzhou, 350100, China

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Source :

Rock Mechanics and Rock Engineering

ISSN: 0723-2632

Year: 2023

Issue: 1

Volume: 57

Page: 765-777

5 . 5

JCR@2023

5 . 5 0 0

JCR@2023

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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