Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102442
PIRA download icon_1.1View/Download Full Text
Title: Modelling the shearing behaviour of joints using an improved shear box genesis approach in particle flow code (2D) and its validation
Authors: Li, H 
Deng, JH
Yin, JH 
Zhu, JB 
Issue Date: Mar-2020
Source: Geomechanics and geophysics for geo-energy and geo-resources, Mar. 2020, v. 6, no. 1, 15
Abstract: The smooth joint contact model has been used extensively to simulate the shear behaviour of joints in the numerical simulations with particle flow code. Results from existing studies have revealed that this model suffers from the particle interlocking problem taking place at the shear displacement greater than the minimum particle diameter. To solve this problem, the shear box genesis approach was proposed, by which particles in the upper and lower halves of a joint are generated separately, and the intended joint plane will be added as a common boundary. However, the shear box genesis approach is not a satisfactory solution to the interlocking problem yet. Three problems are usually encountered in practice: first, particles are still likely to move across the intended joint plane and cause the interlocking; second, the shear box genesis approach inevitably causes the periodic change in the contact number along the intended joint plane; third, it is difficult to incorporate the nonlinear closure behaviour of joints. Therefore, this paper aims to solve the shortcomings, and to apply the improvements to the simulation of joint shear behaviour. The interlocking problem was successfully solved by introducing the joint side checking method, and specifying the value of maximum allowed closure. The periodic stress fluctuation during shearing was eliminated by the non-unified ball generation method. The nonlinear closure behaviour of joints was captured by embedding the Barton–Bandis model. To verify the applicability of the improvements to rough joints, a series of numerical and experimental direct shear tests of rough joints were conducted. In general, good agreements were achieved between the numerical modelling results and laboratory measurements. This improved shear box genesis approach enhances the ability of the smooth joint contact model to simulate the shear behaviour of joints, and also has the ability to track the damage evolution during the joint shearing process.
Keywords: Direct shear test
Particle flow code
Rock joint
Shear box genesis method
Publisher: Springer
Journal: Geomechanics and geophysics for geo-energy and geo-resources 
ISSN: 2363-8419
EISSN: 2363-8427
DOI: 10.1007/s40948-019-00138-9
Rights: © Springer Nature Switzerland AG 2020
This version of the article has been accepted for publication, after peer review (when applicable) and is subject to Springer Nature’s AM terms of use(https://www.springernature.com/gp/open-research/policies/accepted-manuscript-terms), but is not the Version of Record and does not reflect post-acceptance improvements, or any corrections. The Version of Record is available online at: https://doi.org/10.1007/s40948-019-00138-9.
Appears in Collections:Journal/Magazine Article

Files in This Item:
File Description SizeFormat 
Yin_Modelling_Shearing_Behaviour.pdfPre-Published version3.31 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show full item record

Page views

127
Last Week
3
Last month
Citations as of Nov 9, 2025

Downloads

191
Citations as of Nov 9, 2025

SCOPUSTM   
Citations

10
Citations as of Dec 19, 2025

WEB OF SCIENCETM
Citations

11
Citations as of Dec 18, 2025

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.