|本期目录/Table of Contents|

[1]王辉,高召宁,孟祥瑞.单一闭合裂纹在单轴压缩下对岩体破裂过程的影响[J].中国安全生产科学技术,2015,11(2):56-61.[doi:10.11731/j.issn.1673-193x.2015.02.009]
　WANG Hui,GAO Zhao-ning,MENG Xiang-rui.Influence of single closed crack to rock failure process under uniaxial compression[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2015,11(2):56-61.[doi:10.11731/j.issn.1673-193x.2015.02.009]
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单一闭合裂纹在单轴压缩下对岩体破裂过程的影响
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
11
期数:
2015年2期
页码:
56-61
栏目:
学术论著
出版日期:
2015-02-28

文章信息/Info

Title:
Influence of single closed crack to rock failure process under uniaxial compression
作者:
王辉; 高召宁; 孟祥瑞
（1.安徽理工大学 能源与安全学院，安徽淮南232001；2.煤矿安全高效开采省部共建教育部重点实验室，安徽淮南232001）
Author(s):
WANG Hui;  GAO Zhao-ning;  MENG Xiang-rui
(1. School of Mining and Safety, Anhui University of Science and Technology, Huainan Anhui 232001, China; 2. Key Laboratory of Coal mine Safety and High Efficiency Mining Co-established by the Province and the Ministry, Huainan Anhui 232001, China)
关键词:
断裂力学; 单一闭合裂纹; 裂纹长度; 裂纹倾角; 摩擦系数
Keywords:
fracture mechanics;  single closed crack;  crack length;  crack angle;  friction coefficient
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2015.02.009
文献标志码:
A
摘要:
基于断裂力学理论研究了无限大薄板内单一闭合裂纹的破裂规律，从II型断裂准则出发，详细推导了单轴压缩下裂纹破裂强度的解析表达式，且定量的分析了裂纹倾角、长度和摩擦系数对岩体破裂过程的影响，运用数值软件RFPA2D对其进行验证，二者具有较好的一致性。研究结果表明，单轴压缩下，含闭合裂纹岩体的强度是由裂纹强度决定的，且随裂纹倾角的增大呈现出先减小后增大的趋势，裂纹长度越大，摩擦系数越小岩体强度就越小。
Abstract:
The failure laws of single closed crack in an infinite sheet were studied based on the theory of fracture mechanics. Starting from the type II fracture criterion, the analytical expression on failure strength of crack under uniaxial compression was deduced in detail, and the influence of crack angle, crack length and friction coefficient to rock failure process were analyzed quantitatively. Through the verification by the numerical software RFPA2D, both had good consistency. The results showed that under uniaxial compression, the strength of rick with closed crack is determined by the strength of crack, and shows the trend of decreased first and then increased with the increase of crack angle. The larger the crack length, the smaller the friction coefficient, and the smaller the rock strength.

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备注/Memo

备注/Memo:
国家自然科学基金委员会与神华集团有限公司联合资助项目 (51174255);国家自然科学基金资助项目（51074003）；中国博士后科学基金资助项目（2012T50567）
更新日期/Last Update: 2015-02-28