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饱和含水石灰岩散体蠕变过程中孔隙度变化规律的试验
引用本文:陈占清,李顺才,茅献彪,黄先伍.饱和含水石灰岩散体蠕变过程中孔隙度变化规律的试验[J].煤炭学报,2006,31(1):26-30.
作者姓名:陈占清  李顺才  茅献彪  黄先伍
作者单位:中国矿业大学 理学院,江苏 徐州,221008
基金项目:国家杰出青年基金资助项目(50225414),国家自然科学基金重大项目(50490270),“973”计划项目(2005CB221502),江苏省自然科学基金资助项目,人事部博士后专项基金项目(2004035676),江苏省博士后科研资助计划(BK2002114),中国矿业大学科研基金资助项目(A200412)
摘    要:利用一种破碎岩石渗透特性试验系统进行了饱和含水状态下石灰岩散体的蠕变试验.通过回归分析得到了蠕变过程中孔隙度的变化率与当前孔隙度、应力水平之间的关系.研究表明:在恒定应力水平下,孔隙度的变化率与当前孔隙度之间可用三次多项式拟合;在不同应力水平下,多项式系数取决于轴向应力与岩芯单轴抗压强度的比值,并且可用该比值的幂函数拟合.

关 键 词:石灰岩  散体  蠕变  孔隙度变化率  
文章编号:0253-9993(2006)01-0026-05
收稿时间:09 20 2005 12:00AM
修稿时间:2005年9月20日

Experimental on the porosity changing of water-saturated granular limestone during its creep
CHEN Zhan-qing,LI Shun-cai,MAO Xian-biao,HUANG Xian-wu.Experimental on the porosity changing of water-saturated granular limestone during its creep[J].Journal of China Coal Society,2006,31(1):26-30.
Authors:CHEN Zhan-qing  LI Shun-cai  MAO Xian-biao  HUANG Xian-wu
Affiliation:1. School of Science, China University of Mining and Technology, Xuzhou 221008, China; 2. School of Poly-technology, Xuzhou Normal University, Xuzhou 221011, China; 3. Vocational College of Technology, Guizhou University, Guiyang 550001, China
Abstract:A test system determining the seepage properties of over-broken rock was used to carry out the creep test for water-saturated granular limestone.By regression,the relationship between the changing rating of the porosity and the current porosity and the stress level during the creep was obtained.This study indicated that when the stress remains a constant level,the changing rating of the porosity can be fitted as a cubical parabola of current porosity;the coefficients of the polynomial depend on the ratios of the axial stress over to the uniaxial compression strength of the rock,and can be expressed as functions of the ratios mentioned above.
Keywords:limestone  granular rock  creep  the changing rating of porosity
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