首页 | 本学科首页   官方微博 | 高级检索  
     

单轴压缩下煤岩损伤研究
引用本文:杨花,刘建忠,包宏涛.单轴压缩下煤岩损伤研究[J].矿业研究与开发,2009(6):17-21.
作者姓名:杨花  刘建忠  包宏涛
作者单位:中国科学院武汉岩土力学研究所;无锡市房屋安全鉴定中心;中铁隧道勘测设计院有限公司
摘    要:根据前人对煤岩的实验研究,采用岩石强度随机统计分布假设,建立了能够较好的反映煤岩单轴压缩状态下的初始压密段和残余强度的分段损伤本构方程,并且给出了其中参数的确定办法。利用刚性实验机进行了煤岩单轴压缩实验,对应力-应变曲线与损伤的关系进行了分析。利用实用复合形法对所提的损伤本构方程进行了参数求取。拟合结果表明理论和实验结果符合较好。

关 键 词:煤岩  单轴压缩  损伤  本构方程  参数反演

Study on Damage of Coal under Uniaxial Compression
Yang Hu,Liu Jianzhong and Bao Hongtao.Study on Damage of Coal under Uniaxial Compression[J].Mining Research and Development,2009(6):17-21.
Authors:Yang Hu  Liu Jianzhong and Bao Hongtao
Affiliation:3 ( 1. Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China; 2. Building Security Appraisement Center of Wuxi City,Wuxi,Jiangsu 214000, China; 3. China Railway Tunnel Survey & Design Institute Co. Ltd,Tianjing 300133,China)
Abstract:Based on predecessors′studies on damage of coal and the random statistical distribution hypothesis of rock strength,a statistical 2 - segment constitutive model for rock damage under uniaxial compression,which can reflect the strength in initial compressive and the residual strength of rock,was established by use of continuous strength theory and statistical theory,and the method to determine the parameters of the statistical damage constitutive model of rock was given. The uniaxial compressive tests of coal were carried out using rigid testing system,and the relation between damage and stress - strain curves of the coal samples under uniaxial compression were analyzed. The parameters of established damage constitutive model were solved by using practical complex method. The fitting results showed that theoretical result is in good agreement with the data from experiments.
Keywords:Coal  Uniaxial compression  Damage  Constitutive equation  Parameter inversion
本文献已被 CNKI 等数据库收录!
点击此处可从《矿业研究与开发》浏览原始摘要信息
点击此处可从《矿业研究与开发》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号