Experiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression

Determination of the mechanical properties of rock containing pre-existing cracks under tension condition is of great significance to understand the failure process of rock in engineering. This paper presents the experimental results of sandstone containing pre-existing cracks under Brazilian compre...

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Autores principales: Xiaojian Cao, Han Zhang, Jun Yu, Tianchong Yu, Yuxing Qing
Formato: article
Lenguaje:EN
Publicado: Frontiers Media S.A. 2021
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Acceso en línea:https://doaj.org/article/e8c2b784ba26434faa0eb92e4b7e1319
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spelling oai:doaj.org-article:e8c2b784ba26434faa0eb92e4b7e13192021-11-15T05:55:33ZExperiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression2296-424X10.3389/fphy.2021.778662https://doaj.org/article/e8c2b784ba26434faa0eb92e4b7e13192021-11-01T00:00:00Zhttps://www.frontiersin.org/articles/10.3389/fphy.2021.778662/fullhttps://doaj.org/toc/2296-424XDetermination of the mechanical properties of rock containing pre-existing cracks under tension condition is of great significance to understand the failure process of rock in engineering. This paper presents the experimental results of sandstone containing pre-existing cracks under Brazilian compression. The characteristics of the microcracks were analyzed by a scanning electron microscope. The results show that the rock containing pre-existing cracks has an obvious anisotropic characteristic. When the crack inclination is 45°, the rock has the minimum tensile strength and the weakest axial deformation resistance.Xiaojian CaoHan ZhangJun YuTianchong YuYuxing QingFrontiers Media S.A.articlemechanical propertiesBrazilian testpre-existing crackstrengthfailure behaviorPhysicsQC1-999ENFrontiers in Physics, Vol 9 (2021)
institution DOAJ
collection DOAJ
language EN
topic mechanical properties
Brazilian test
pre-existing crack
strength
failure behavior
Physics
QC1-999
spellingShingle mechanical properties
Brazilian test
pre-existing crack
strength
failure behavior
Physics
QC1-999
Xiaojian Cao
Han Zhang
Jun Yu
Tianchong Yu
Yuxing Qing
Experiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression
description Determination of the mechanical properties of rock containing pre-existing cracks under tension condition is of great significance to understand the failure process of rock in engineering. This paper presents the experimental results of sandstone containing pre-existing cracks under Brazilian compression. The characteristics of the microcracks were analyzed by a scanning electron microscope. The results show that the rock containing pre-existing cracks has an obvious anisotropic characteristic. When the crack inclination is 45°, the rock has the minimum tensile strength and the weakest axial deformation resistance.
format article
author Xiaojian Cao
Han Zhang
Jun Yu
Tianchong Yu
Yuxing Qing
author_facet Xiaojian Cao
Han Zhang
Jun Yu
Tianchong Yu
Yuxing Qing
author_sort Xiaojian Cao
title Experiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression
title_short Experiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression
title_full Experiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression
title_fullStr Experiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression
title_full_unstemmed Experiment on Strength and Failure Behavior of Sandstone Containing Pre-Existing Cracks Under Brazilian Compression
title_sort experiment on strength and failure behavior of sandstone containing pre-existing cracks under brazilian compression
publisher Frontiers Media S.A.
publishDate 2021
url https://doaj.org/article/e8c2b784ba26434faa0eb92e4b7e1319
work_keys_str_mv AT xiaojiancao experimentonstrengthandfailurebehaviorofsandstonecontainingpreexistingcracksunderbraziliancompression
AT hanzhang experimentonstrengthandfailurebehaviorofsandstonecontainingpreexistingcracksunderbraziliancompression
AT junyu experimentonstrengthandfailurebehaviorofsandstonecontainingpreexistingcracksunderbraziliancompression
AT tianchongyu experimentonstrengthandfailurebehaviorofsandstonecontainingpreexistingcracksunderbraziliancompression
AT yuxingqing experimentonstrengthandfailurebehaviorofsandstonecontainingpreexistingcracksunderbraziliancompression
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