(1. China Chemical Engineering First Geotechnical Engineering Co.,Ltd,Cangzhou,Hebei 061000,China;
2. School of Resources and Earth science,State Key Laboratory for GeoMechanics and Deep Underground Engineering,China University of Mining and Technology,Xuzhou,Jiangsu 221116,China)
Abstract:To study the change laws of clay pore and mechanical parameters under different temperature effect,this paper,taking the different-temperature roasted clay as the research object,mainly analyzed the law of porosity,permeability,fractal dimension of pore volume,uniaxial compressive strength and Protodyakonov scale of hardness by using the mercury injection method and uniaxial compression test. The findings were as follows:The pore in samples was dominated by the open pore,and the connection among pores was well. The main pore size ranged from 500 nm to 1 000 nm. Within the temperature range tested,the total volume of macropores increased with the temperature rising,the total volume of micropores increased between 100 ℃~650 ℃ but decreased over 650 ℃ as the temperature rose;Porosity increased between 100 ℃~700 ℃ but had a slightly decline over 700 ℃ with the increase of temperature;the fractal dimension of pore volume,by means of Menger fractal sponge and thermodynamic model,in general increased with the temperature rising,and the pore characteristics of samples could be represented better by the fractal dimension of pore volume through thermodynamics;with increasing temperature,the permeability increased when the temperature ranged from 100 ℃ to 700 ℃ and slightly decreased when the temperature exceeded 700 ℃;as the temperature rose,uniaxial compressive strength and Protodyakonov scale of hardness remained constant basically between 100 ℃~400 ℃,increased rapidly between 400 ℃~700 ℃ and decreased over 700℃,which was closely related to the transformation of minerals inside samples.
张玉柱,曹朝真,刘鹏君,等. 球团用膨润土高温焙烧活化改性试验[J]. 河北理工学院学报,2006,28(2):11-14.(ZHANG Yuzhu,CAO Chaozhen,LIU Pengjun,et al. Study on activation modification of roasting the bentonite in pellet with high temperature[J]. Journal of Hebei Institute of Technology. 2006,28(2):11-14.(in Chinese))
[2]
郑建东,常彬彬,陈涛涛,等. 凹凸棒土高温改性的研究[J]. 应用化工,2012,39(12):1 835-1 842.(ZHENG Jiandong,CHANG Binbin,CHEN Taotao,et al. Study on the high temperature modification of attapulgite[J]. Applied Chemical Industry,2012,39(12):1 835-1 842.(in Chinese))
[4]
陈洁渝,严春杰,涂 晶. 苏州高岭土在不同温度下的结构与性能[J]. 非金属矿,2009,32(2):21-24.(CHEN Jieyu,YAN Chunjie,TU Jing. The Structure and property of suzhou kaolin at different temperature[J]. Non-Metallic Mines. 2009,32(2):21-24.(in Chinese))
[6]
赵福麟,谢通成. 黏土双液法调剖剂封堵地层大孔道的研究[J]. 石油学报,1994,15(1):56-65.(ZHAO Fulin,XIE Tongcheng. Studies on channel plugging in a reservoir by using clay as a profile control agent in a double E-Fluid method[J]. Acta Petrolei Sinica,1994,15(1):56-65.(in Chinese))
Your browse does not support frame!