湖南科技大学学报(自然科学版)
湖南科技大學學報(自然科學版)
호남과기대학학보(자연과학판)
JOURNAL OF HUNAN UNIVERSITY OF SCIENCE & TECHNOLOGY(NATURAL SCIENCE EDITION)
2014年
3期
1-5
,共5页
张天军%任金虎%陈占清%于胜红%张磊
張天軍%任金虎%陳佔清%于勝紅%張磊
장천군%임금호%진점청%우성홍%장뢰
混合破碎岩样%渗透特性%渗流速度%孔隙度%压力梯度
混閤破碎巖樣%滲透特性%滲流速度%孔隙度%壓力梯度
혼합파쇄암양%삼투특성%삼류속도%공극도%압력제도
mixed broken rock sample%permeability characteristics%seepage velocity%porosity%pressure gradient
为研究混合破碎岩体内流体渗透规律,利用一套由液压泵、渗透仪以及DDL 600电子万能试验机等构成的破碎岩样渗透试验系统进行了混合破碎岩样渗透特性测定,分析了混合破碎岩样与单种破碎岩样渗透特性的差异。研究表明:混合破碎岩样较单种破碎岩样的非Darcy流特性更显著;随着孔隙度的增加,单种岩样较混合岩样渗透率的变化幅度大,且相同粒径不同岩性岩样的渗透率变化程度和变化趋势呈现较大差异;随着孔隙度的增加,混合岩样的非Darcy流β因子显现减小趋势,且混合岩样较其单种岩样非Darcy流β因子的大小因粒径不同而不同。
為研究混閤破碎巖體內流體滲透規律,利用一套由液壓泵、滲透儀以及DDL 600電子萬能試驗機等構成的破碎巖樣滲透試驗繫統進行瞭混閤破碎巖樣滲透特性測定,分析瞭混閤破碎巖樣與單種破碎巖樣滲透特性的差異。研究錶明:混閤破碎巖樣較單種破碎巖樣的非Darcy流特性更顯著;隨著孔隙度的增加,單種巖樣較混閤巖樣滲透率的變化幅度大,且相同粒徑不同巖性巖樣的滲透率變化程度和變化趨勢呈現較大差異;隨著孔隙度的增加,混閤巖樣的非Darcy流β因子顯現減小趨勢,且混閤巖樣較其單種巖樣非Darcy流β因子的大小因粒徑不同而不同。
위연구혼합파쇄암체내류체삼투규률,이용일투유액압빙、삼투의이급DDL 600전자만능시험궤등구성적파쇄암양삼투시험계통진행료혼합파쇄암양삼투특성측정,분석료혼합파쇄암양여단충파쇄암양삼투특성적차이。연구표명:혼합파쇄암양교단충파쇄암양적비Darcy류특성경현저;수착공극도적증가,단충암양교혼합암양삼투솔적변화폭도대,차상동립경불동암성암양적삼투솔변화정도화변화추세정현교대차이;수착공극도적증가,혼합암양적비Darcy류β인자현현감소추세,차혼합암양교기단충암양비Darcy류β인자적대소인립경불동이불동。
For the seepage law research of fluid in a mixed broken rock mass,a broken rock penetration test system composed of a hydraulic pump,a permeameter and a DDL 600 electronic universal testing machine was used to test mix broken rock permeability properties,and the difference infiltration characteristics were analyzed between a mixed broken rock sample and a single sample.Research shows that the non Darcy flow characteristics of Mixed broken rock sample is more obvious than single broken rock sample,with the increase of porosity, variations in the permeability of single samples are bigger than mixed samples,and the same particle size of different lithology rock permeability variation degree and the change trend appear bigger difference,with the increase of porosity,mixed sample of non Darcyβflow factor show decreasing trend,and on the basis of different particle size,the mixed sample of non Darcyβflow factor is not necessarily greater than the single sample.