低围压沉积岩渗透特性试验研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
为了研究分析岩性、围压两因素对于沉积岩渗透率的影响,对葛亭煤矿11601工作面底板典型的砂岩和泥岩两种沉积岩进行较低围压的全应力应变渗透特性试验。研究证明:灰岩完全破坏后渗透率始终保持在较高水平,泥岩破坏后由于岩性的影响渗透率存在一定程度降低;围压主要是通过影响沉积岩试件裂隙的变化,进而影响试件渗透率的变化。文章研究了沉积岩较低围压下的渗透规律,这对于赋存较浅矿井底板突水防治具有一定的指导意义。
In order to study and analyze two factors of the lithology and surrounding pressure affected to the permeability rate of the sedimentary rock,a test on the full stress-strain permeable features with low surrounding pressure was conducted on the typical sandstone and mudstone sedimentary rocks of the floor in No.11601 coal mining face of Getting Mine.The study showed that after the sandstone fully failed,the permeability would be always kept in a high level and after the mudstone failed,due to the influence of the lithology,the permeability of the mudstone would be reduced in a certain degree.Mainly with the variation affected to the fracturing of the sedimentary rock,the surrounding pressure would further affect the variation of the permeability of the samples.The paper had a study on the permeable law of the sedimentary rock with a low surrounding pressure and the study would have certain guidance to the water inrush prevention and control of the floor in mine with a shallow depth seam.
引文
[1]李玉寿,马占国,贺耀龙,等.煤系地层岩石渗透特性试验研究[J].实验力学,2006,12(2):129~134.
    [2]姜振全,季梁军.岩石全应力应变过程渗透性试验研究[J].岩土工程学报,2001,23(2):153~156.
    [3]杨永杰,宋扬,陈绍杰.煤岩全应力应变过程渗透率特征试验研究[J].岩土力学,2007,82(2):381~385.
    [4]杨永杰,逄焕东.煤岩强度特征及煤矿采场覆岩破坏微地震监测[M].北京:煤炭工业出版社,2006.
    [5]苏承东,翟新献,李永明,等.煤样三轴压缩下变形和强度分析[J].岩土力学与工程学报,2006,25(1):2963~2968.
    [6]姜永东,鲜学福,许江,等.砂岩单轴三轴压缩试验研究[J].中国矿业,2004,13(4):66~69.
    [7]杨永杰.煤岩强度、变形及微震特征的基础试验研究[D].青岛:山东科技大学,2006.
    [8]Sladen,J.A、Oswell,J.M.Behaviour of very loose sand inthe triaxial compression test[J].Canadian geotechnical jour-nal,1989,26(1):103~113.
    [9]仵彦卿,张倬元.岩体水力学导论[M].成都:西南交通大学出版社,1995.
    [10]Bruce W F.Permeability of crystalline and argillaceous rock[J].Int.J.Rock Mech.Min.Sci.&Geomech,1980,(17):241~251.
    [11]龚钢延,谢原定.岩石渗透率变化的实验研究[J].岩石力学与工程学报,1989,8(3):219~227.
    [12]Li Shiping,Wu Daxin.Effect of confining pressure,pore pres-sure and specimen dimension on permeability of Yinzhuang sand-stone[J].Int.J.Rock Mech.and Min.Sci.,1997,34(3):432~435.
    [13]Zhu Wenlu,Wong Tengfong.Network modeling of the evolutionof permeability and dilatancy in compact rock[J].Journal ofGeophysical Research,1999,104(B2):2963~2971.
    [14]彭苏萍,屈洪亮,罗立平.沉积岩石全应力应变过程中的渗透性试验研究[J].煤炭学报,2000,25(2):113~116.
    [15]韩宝平,冯启言,于礼山,等.全应力应变过程中碳酸盐岩渗透性研究[J].工程地质学报,2000,8(2):127~128.
    [16]韦立德,杨春和,徐卫亚.岩石统计渗流模型和统计损伤本构模型研究[J].岩土力学,2004,25(10):1527~1536.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心