Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material

Investigations of the growth, interaction, and coalescence of cracks are important because they help to provide tools for the more realistic modeling of rock masses containing low persistence discontinuities and better estimations of the strength and stiffness of a rock material. Understanding the c...

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Main Authors: Mahtab Alitalesh, Mahmoud Yazdani, Ahmadali Fakhimi, Marjan Naeimabadi
Format: Article
Language:English
Published: Elsevier 2020-09-01
Series:Underground Space
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2467967418301636
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spelling doaj-753d64888fef40c79d124a91da06d1be2020-11-25T03:32:46ZengElsevierUnderground Space2467-96742020-09-0153242257Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle materialMahtab Alitalesh0Mahmoud Yazdani1Ahmadali Fakhimi2Marjan Naeimabadi3School of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, IranSchool of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran; Corresponding author.School of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran; Department of Mineral Engineering, New Mexico Tech, Socorro, NM, USASchool of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, IranInvestigations of the growth, interaction, and coalescence of cracks are important because they help to provide tools for the more realistic modeling of rock masses containing low persistence discontinuities and better estimations of the strength and stiffness of a rock material. Understanding the coalescence mechanism is useful for justifying the mechanism of continental crustal deformation, evaluating the structural failure of slopes with rock bridges, and analyzing the stability of tunnels when a mode I or mix mode failure mechanism is involved. The evaluation of crack growth can provide valuable information about the mechanism for the formation of new geological structures, and the formation, evolution, and growth of faults. This paper reports the results of diametrical compression tests on rock-like disk-shaped specimens. Each specimen contained two pre-existing open or closed flaws. The growth, interaction, and coalescence of the pre-existing flaws were investigated both physically and numerically. A hybrid bonded particle-finite element system was used in the numerical simulation. The results of the physical and numerical studies were in good agreement. In particular, the induced crack patterns showed close agreement in the physical and numerical tests. Digital microscope image processing was used in the physical tests to study the dislocations along the initial flaws. It was shown that wing crack formation was responsible for the failure of the specimen when flaws were inclined with respect to the loading direction. The crack growth and linkage were shown to be affected by the friction between faces of the flaws. In addition, the slip distributions at the flaws surfaces were illustrated and examined to understand the crack propagation mechanism. The effects of the flaws on the disk failure loads were assessed both numerically and experimentally as well.http://www.sciencedirect.com/science/article/pii/S2467967418301636Pre-existing flawsBrazilian diskFracture mechanicsCrack propagationCoalescenceBonded particle simulation
collection DOAJ
language English
format Article
sources DOAJ
author Mahtab Alitalesh
Mahmoud Yazdani
Ahmadali Fakhimi
Marjan Naeimabadi
spellingShingle Mahtab Alitalesh
Mahmoud Yazdani
Ahmadali Fakhimi
Marjan Naeimabadi
Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material
Underground Space
Pre-existing flaws
Brazilian disk
Fracture mechanics
Crack propagation
Coalescence
Bonded particle simulation
author_facet Mahtab Alitalesh
Mahmoud Yazdani
Ahmadali Fakhimi
Marjan Naeimabadi
author_sort Mahtab Alitalesh
title Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material
title_short Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material
title_full Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material
title_fullStr Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material
title_full_unstemmed Effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material
title_sort effect of loading direction on interaction of two pre-existing open and closed flaws in a rock-like brittle material
publisher Elsevier
series Underground Space
issn 2467-9674
publishDate 2020-09-01
description Investigations of the growth, interaction, and coalescence of cracks are important because they help to provide tools for the more realistic modeling of rock masses containing low persistence discontinuities and better estimations of the strength and stiffness of a rock material. Understanding the coalescence mechanism is useful for justifying the mechanism of continental crustal deformation, evaluating the structural failure of slopes with rock bridges, and analyzing the stability of tunnels when a mode I or mix mode failure mechanism is involved. The evaluation of crack growth can provide valuable information about the mechanism for the formation of new geological structures, and the formation, evolution, and growth of faults. This paper reports the results of diametrical compression tests on rock-like disk-shaped specimens. Each specimen contained two pre-existing open or closed flaws. The growth, interaction, and coalescence of the pre-existing flaws were investigated both physically and numerically. A hybrid bonded particle-finite element system was used in the numerical simulation. The results of the physical and numerical studies were in good agreement. In particular, the induced crack patterns showed close agreement in the physical and numerical tests. Digital microscope image processing was used in the physical tests to study the dislocations along the initial flaws. It was shown that wing crack formation was responsible for the failure of the specimen when flaws were inclined with respect to the loading direction. The crack growth and linkage were shown to be affected by the friction between faces of the flaws. In addition, the slip distributions at the flaws surfaces were illustrated and examined to understand the crack propagation mechanism. The effects of the flaws on the disk failure loads were assessed both numerically and experimentally as well.
topic Pre-existing flaws
Brazilian disk
Fracture mechanics
Crack propagation
Coalescence
Bonded particle simulation
url http://www.sciencedirect.com/science/article/pii/S2467967418301636
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