An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial Unloads

Joints and cracks are frequently encountered in underground rock mass. During the process of tunnel excavations or other underground construction, the rock will be exposed suddenly, and such sudden unloading process will cause crack expansion and destabilize the rock structure. In order to investiga...

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Main Authors: Meng Wang, Zheming Zhu, Jun Xie
Format: Article
Language:English
Published: Wiley 2015-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2015/982842
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author Meng Wang
Zheming Zhu
Jun Xie
author_facet Meng Wang
Zheming Zhu
Jun Xie
author_sort Meng Wang
collection DOAJ
description Joints and cracks are frequently encountered in underground rock mass. During the process of tunnel excavations or other underground construction, the rock will be exposed suddenly, and such sudden unloading process will cause crack expansion and destabilize the rock structure. In order to investigate the crack behaviour during this process, a true triaxial loading apparatus with a computer-controlled electrohydraulic servosystem was established, and a series of true triaxial loading and unloading experiments was conducted by using concrete specimens containing inclined cracks with inclinations of 15°, 30°, 45°, 60°, and 75°. The stress-strain behavior and the failure property of rock models during unloading process were obtained, and, additionally, the coefficient of brittle stress drop was investigated. The uniaxial compression tests were simulated by using finite element method.
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series Advances in Materials Science and Engineering
spelling doaj-art-dcf51e71b67646248aba62da4ba7c7402025-02-03T01:11:19ZengWileyAdvances in Materials Science and Engineering1687-84341687-84422015-01-01201510.1155/2015/982842982842An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial UnloadsMeng Wang0Zheming Zhu1Jun Xie2Department of Engineering Mechanics, Sichuan University, Chengdu 610065, ChinaDepartment of Engineering Mechanics, Sichuan University, Chengdu 610065, ChinaDepartment of Engineering Mechanics, Sichuan University, Chengdu 610065, ChinaJoints and cracks are frequently encountered in underground rock mass. During the process of tunnel excavations or other underground construction, the rock will be exposed suddenly, and such sudden unloading process will cause crack expansion and destabilize the rock structure. In order to investigate the crack behaviour during this process, a true triaxial loading apparatus with a computer-controlled electrohydraulic servosystem was established, and a series of true triaxial loading and unloading experiments was conducted by using concrete specimens containing inclined cracks with inclinations of 15°, 30°, 45°, 60°, and 75°. The stress-strain behavior and the failure property of rock models during unloading process were obtained, and, additionally, the coefficient of brittle stress drop was investigated. The uniaxial compression tests were simulated by using finite element method.http://dx.doi.org/10.1155/2015/982842
spellingShingle Meng Wang
Zheming Zhu
Jun Xie
An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial Unloads
Advances in Materials Science and Engineering
title An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial Unloads
title_full An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial Unloads
title_fullStr An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial Unloads
title_full_unstemmed An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial Unloads
title_short An Experimental Study on Deformation Fractures of Fissured Rock around Tunnels in True Triaxial Unloads
title_sort experimental study on deformation fractures of fissured rock around tunnels in true triaxial unloads
url http://dx.doi.org/10.1155/2015/982842
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