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Crack Propagation and Coalescence Mechanism of a Rock Bridge between a Parallel Fissure Pair in a Direct Shear Test with Unloading Normal Stress

  • Published:2024-01 Issue:1 Volume:24 Page:
  • ISSN:1532-3641
  • Container-title:International Journal of Geomechanics
  • language:en
  • Short-container-title:Int. J. Geomech.

Author:

Guo Yingquan1,Huang Da2ORCID,Cen Duofeng3

Affiliation:

1. Lecturer, School of Civil Engineering and Architecture, Wuhan Polytechnic Univ., Wuhan 430023, China.

2. Professor, College of Geology Engineering and Geomatics, Chang’an Univ., Xi’an 710054, China (corresponding author). ORCID: .

3. Associate Research Fellow, Institute of Rock Mechanics, Ningbo Univ., Ningbo 315211, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference54 articles.

1. A computational framework for propagated waves in a sandwich doubly curved nanocomposite panel;Al-Furjan M. S. H.;Eng. Comput.,2022

2. On the vibrations of the imperfect sandwich higher-order disk with a lactic core using generalize differential quadrature method

3. A bonded particle model simulation of shear strength and asperity degradation for rough rock fractures;Asadi M. S.;Rock Mech. Rock Eng.,2012

4. Experimental studies of scale effects on the shear behaviour of rock joints;Bandis S.;Int. J. Rock Mech. Min. Sci. Geomech. Abstr.,1981

5. Non-linear shear strength for rock, rock joints, rockfill and interfaces;Barton N.;Innovative Infrastruct. Solutions,2016

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