DSpace university logo mark
Advanced Search
Japanese | English 

NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Articles in academic journal >

Numerical investigation on the shear behavior of rock-like materials containing fissure-holes with FEM-CZM method


File Description SizeFormat
CG125_103670.pdf3.58 MBAdobe PDFEmbargo until 2022-06-07

Title: Numerical investigation on the shear behavior of rock-like materials containing fissure-holes with FEM-CZM method
Authors: Han, Wei / Jiang, Yujing / Luan, Hengjie / Du, Yiteng / Zhu, Yinge / Liu, Jiankang
Issue Date: 7-Jun-2020
Publisher: Elsevier Ltd.
Citation: Computers and Geotechnics, 125, art.no.103670; 2020
Abstract: Holes, including their shape and distribution, significantly affect the performance in rocks. In this paper, a numerical investigation, based on a FEM-CZM method, was developed to explore the shear behavior of rock-like materials containing fissure-holes. The laboratory uniaxial compression test was initially performed, and a corresponding numerical model was established by inserting zero-thickness cohesive elements into finite elements globally, the mechanical parameters were acquired by parameter trial and error tests. Subsequently, numerical direct shear tests were conducted under the constant normal stress level. Finally, the mechanical properties, shear deformation, and cracking behaviors were respectively discussed. The results show that for rock-like materials containing fissure-holes, the shearing process can be divided into four typical stages from the perspective of the cohesive elements. In addition, the mechanical characteristics (i.e., peak shear strength, residual shear strength, and crack initiation stress), shear deformation, and cracking behaviors (i.e., crack initiation, propagation, and coalescence), as well as the coalescence mechanism strongly depend on the shape, ligament angle, and the combination of fissure-holes. Furthermore, based on the damaged cohesive elements, the rock bridge coalescence modes between two fissure-holes were identified as “DT” (dominated by tensile damage), “T” (tensile damage), and “S + T” (shear and tensile damage), respectively.
Keywords: Cohesive elements / Crack propagation / FEM-CZM / Fissure-holes / Shear behavior
URI: http://hdl.handle.net/10069/40062
ISSN: 0266352X
DOI: 10.1016/j.compgeo.2020.103670
Rights: © 2020 Elsevier Ltd. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/
Type: Journal Article
Text Version: author
Appears in Collections:Articles in academic journal

Citable URI : http://hdl.handle.net/10069/40062

All items in NAOSITE are protected by copyright, with all rights reserved.

 

Valid XHTML 1.0! Copyright © 2006-2015 Nagasaki University Library - Feedback Powerd by DSpace