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砂岩吸水特性试验
引用本文:周莉,何满潮,李京阳,王桂莲.砂岩吸水特性试验[J].解放军理工大学学报,2009,10(6):580-585.
作者姓名:周莉  何满潮  李京阳  王桂莲
作者单位:周莉(黑龙江科技学院,黑龙江,哈尔滨,150027);何满潮(黑龙江科技学院,黑龙江,哈尔滨,150027;中国矿业大学,力学与建筑工程学院,北京,100083);李京阳,王桂莲(中国矿业大学,力学与建筑工程学院,北京,100083) 
基金项目:国家973计划资助项目,国家自然科学基金资助项目,黑龙江省重点攻关项目 
摘    要:为了研究砂岩吸水随时间的变化规律,利用深部软岩水理作用测试仪,对鹤岗南山矿深部和浅部砂岩进行了吸水试验,并通过粉晶X-射线衍射试验、压汞和SEM电镜扫描测试,分析了影响砂岩吸水特性的主要因素,建立了砂岩吸水过程函数.结果表明:无论是深部还是浅部砂岩,其吸水过程均具有时间效应,吸水速率随时间改变;吸水特征双对数曲线呈凸凹型和直线型.孔隙结构呈A类分形特征的砂岩,吸水速率变化较小,吸水特征双对数曲线多呈直线型,孔隙结构呈B、C类分形特征的砂岩,吸水速率变化较大,吸水特征双对数曲线多呈凹凸型.砂岩中矿物种类与含量、粒间孔隙中黏土矿物类型与产状均对吸水速率产生影响.

关 键 词:砂岩  吸水特性  孔隙结构  黏土矿物

Experimental research on hydrophilic character istics of sandstone in deep mine
ZHOU Li,HE Man-chao,LI Jing-yang and WANG Gui-lian.Experimental research on hydrophilic character istics of sandstone in deep mine[J].Journal of PLA University of Science and Technology(Natural Science Edition),2009,10(6):580-585.
Authors:ZHOU Li  HE Man-chao  LI Jing-yang and WANG Gui-lian
Institution:Heilongjiang Institute of Science and Technology,Haerbin 150027,China;Heilongjiang Institute of Science and Technology,Haerbin 150027,China;School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China;School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China;School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083,China
Abstract:To bet ter understand hydr ophilic behavior s of sandsto ne in deep mine, a series of hy drophilic experiments o n sandstone samples located at deep mine of Nanshan coal-mine at Heg ang city o f China were carr ied out w ith the help of the hydrophilic test ing system in deep mine. Combining SEM technique w ith pow der diff ract ion analysis of X-ray and pr essure pump test s, main factors influering hydrophil ic characteristics w ere studied and the hydrophilic process funct io n of the sandstone w ere also o btained. The result s show that the hy dro philic process of the sandstone in deep mine v ar ies with t ime, that the hydr ophilic relatio nship w ith t ime can be expressed by dual lo garithm characterized by kinds of modes such as co nvex , co ncave and l inear ones, that hydr ophilic rate o f the sandstone w ith A-type fractal micro st ructure chang es slig ht ly w ith t ime, and the dual logarithm function of hy dro philic process can be taken as linear, and that the hy drophilic r ate o f those w ith B and C-type fractal microst ructure changes great ly and is alw ays taken as co ncave-convex. It can be noted that the mineral ing redient s and their co ntent , porosities, and microst ructures of clay minerals all have influence on soakag e and hydrophilic rate for sandsto ne.
Keywords:sandstone  hydrophilic characteristic  microst ructure  clay mineral
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