A One-Dimensional Elastoplastic Model for Capturing the Nonlinear Shear Behaviour of Joints with Triangular Asperities Based on Direct Shear Tests-Reference-Cited by-同舟云学术

A One-Dimensional Elastoplastic Model for Capturing the Nonlinear Shear Behaviour of Joints with Triangular Asperities Based on Direct Shear Tests

Published:2018-11-28 Issue:6 Volume:52 Page:1671-1687
ISSN:0723-2632
Container-title:Rock Mechanics and Rock Engineering
language:en
Short-container-title:Rock Mech Rock Eng

Author:

Zhu J. B.^ORCID,Li H.,Deng J. H.

Funder

National Key R&D Program of China

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s00603-018-1674-z.pdf

Reference26 articles.

1. Al-Bender F (2010) Fundamentals of friction modeling. In: Proceedings of the ASPE Spring topical meeting on control of precision systems, MIT, April 11–13, 2010. ASPE-The American Society of precision Engineering, pp 117–122

2. Bandis S, Lumsden AC, Barton NR (1981) Experimental studies of scale effects on the shear behaviour of rock joints. Int J Rock Mech Min Sci Geomech Abstr 18(1):1–21

3. Bandis SC, Lumsden AC, Barton NR (1983) Fundamentals of rock joint deformation. Int J Rock Mech Min Sci Geomech Abstr 20(6):249–268

4. Desai CS (1985) Cyclic testing and modeling of interfaces. J Geotech Eng 111(6):793–815

5. Desai CS, Ma Y (1992) Modelling of joints and interfaces using the disturbed-state concept. Int J Numer Anal Methods Geomech 16(9):623–653

Cited by 26 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Applications and state-of-the-art review of pulsed laser ultrafast time-resolution method in the field of rock mechanics;SCIENTIA SINICA Technologica;2024-08-01

2. Mechanical behavior of rock mass under simulated materials shear testing;Journal of the Croatian Association of Civil Engineers;2024-07

3. Numerical study of mechanical properties and microcrack evolution of double-layer composite rock specimens with fissures under uniaxial compression;Engineering Fracture Mechanics;2023-09

4. A novel method for geometric quality assurance of rock joint replicas in direct shear testing – Part 1: Derivation of quality assurance parameters and geometric reproducibility;Journal of Rock Mechanics and Geotechnical Engineering;2023-09

5. Strain field evolution and crack coalescence mechanism of composite strength rock-like specimens with sawtooth interface;Theoretical and Applied Fracture Mechanics;2023-08