Water-resisting ability of cemented broken rocks

查看全文 作　　者：Yu [1]Bangyong;Chen [1]Zhanqing;Yu [2]Linli

机构地区：[1]State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining & Technology;[2]School of Mechanics & Civil Engineering, China University of Mining & Technology

出　　处：《International Journal of Mining Science and Technology》索引2016年第26卷第3期,共6页

基　　金：Financial support for this work,provided by the National Basic Research Program of China(No.2013CB227900);the Ordinary University Graduate Student Research Innovation Project in Jiangsu Province for 2014 of China(KYLX_1370);the National Natural Science Foundation of China(No.51404266),are gratefully acknowledged 摘　　要：Using the self-designed testing system, the seepage tests for cemented broken rocks were conducted, and the impact of different factors on water-resisting ability was analyzed. The results show that(1) seepage process of the cemented broken rocks can be divided into two categories: in one category, seepage instability occurs after a period of time, in the other, the permeability decreases slowly and tends to be stable,and seepage instability does not occur;(2) cementing performance of cementing agent and grain size distribution are the decisive factors for water-resisting ability, with the increase of cementing performance and the mass percentage of large grains, the water-resisting ability of the specimen strengthens;(3)aggregate type has little effect on seepage stability, for the specimens with different aggregate types,the permeability and the duration of seepage instability have small difference;(4) initial porosity has a certain effect on the water-resisting ability of the specimen, but has no decisive role. With the increase of the initial porosity, the duration of seepage instability decreases. 关键词：抗水性能破碎岩石胶结剂渗流试验破碎岩体时间差异稳定性影响不稳定

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Water-resisting ability of cemented broken rocks

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