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Volume 34 Issue 2
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JIANG Yu-kun, SUN Ru-hua. Experimental study on permeability of deep clay[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 268-273.
Citation: JIANG Yu-kun, SUN Ru-hua. Experimental study on permeability of deep clay[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(2): 268-273.
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Experimental study on permeability of deep clay

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2. School of Resource and Earth Science, CUMT, Xuzhou 221008, China

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  • Received Date: December 07, 2010
  • Published Date: February 19, 2012
    Graphical Abstract
    • Abstract
  • The physical and mechanical properties of deep buried clays differ from those of shallow buried clays due to deep burial, high pressure and long solidification time. To study the permeability of the deep buried clays', clay samples are taken from Longgu Coal Mine in Shandong Province, and their permeability is tested by using the SJ-1A.G triaxial shear equipment. Firstly, the curve which shows the relationship between coefficient of permeability and axial stress is studied, and a regression equation I was found to describe it. There are some differences of regression coefficients between deep buried clays and shallow buried clays. Secondly, the anisotropy of permeability and the internal reason of the deep buried clays are analyzed. Finally, the curve which shows the relationship between coefficient of permeability and axial strain is studied. The curve of the deep buried clays' doesn't have a segment stretched with little slope and this is because the shallow buried clays will yield under high pressure, while the deep buried clays will develop micro-crack. The study is of guiding significance for the waterproof design in thick covered mines and deep excavations
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    • References (14)
  • [1]
    商翔宇 . 不同应力水平深部黏土力学特性研究 [D]. 徐州 : 中国矿业大学 , 2009. (SHANG Xiang-yu. Study on the mechanical properties of deep clay under various stress level[D]. Xuzhou: China University of Mining and Technology, 2009. (in Chinese))
    [2]
    刘希亮 , 罗 静 , 朱维申 . 深部含水层渗透系数均匀试验研究 [J] . 岩石力学与工程学报 , 2005, 24 (16): 2989 – 2993. (LIU Xi-liang, LUO Jing, ZHU Wei-shen. Uniform experimental study on permeable coefficient of deep aquifer[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (16): 2989 – 2993. (in Chinese) )
    [3]
    董邑宁 . 饱和黏土渗透特性的试验研究 [J]. 青海大学学报 ( 自然科学版 ) , 1999, 17 (1): 6 – 10 . (DONG Yi-ning. The Experimental research of the permeating charaeteristic of saturated cohesive soil [J] . Journal of Qinghai University, 1999, 17 (1): 6 – 10. (in Chinese))
    [4]
    李又云 , 刘保健 , 谢永利 , 等 . 黏土的结构对渗透性质影响的试验研究 [J]. 东北公路 , 2003, 26 (1): 37 – 39 . (LI You-yun, LIU Bao-jian, XIE Yong-li, et al. Experimental research on effect of clay structure on its permeabitity[J]. Northeastern Highway, 2003, 26 (1): 37 – 39. (in Chinese))
    [5]
    孔令荣 . 饱和软黏土的微结构特性及其微观弹塑性本构模型 [D]. 上海 : 同济大学 , 2007. (KONG Ling-rong. Microstructural behavior of saturated soft clay and an elasto-plastic constitutive model considering microstructure [D] . Shanghai: Tongji University, 2007. (in Chinese) )
    [6]
    GB50021 — 2001 岩土工程勘察规范 [S]. 2002. (GB50021 — 2001 Code for investigation of geotechnical engineering[S]. 2002. (in Chinese))
    [7]
    高大钊 , 袁聚云 . 土质学与土力学 [M]. 北京 : 人民交通出版社 , 2008. (GAO Da-zhao, YUAN Ju-yun. Soil geology and soil mechanics[M]. Beijing: China Communication Press, 2008. (in Chinese))
    [8]
    李文平 , 孙如华 , 王维理 , 等 . 深部土高压卸载变形结构性量化参数确定及本构模型 [J] . 工程地质学报 , 2007, 15 (3): 384 – 390 . (LI Wen-ping, SUN Ru-hua, WANG Wei-li, et al. Constructive model and structural parameter for unloading deformation of clay soils at high pressure from triaxial testing[J]. Journal of Engineering Geology , 2007, 15 (3): 384 – 390. (in Chinese))
    [9]
    李文平 , 张志勇 , 孙如华 , 等 . 深部黏土高压 <> K 0 蠕变试验及其微观结构各向异性特点 [J]. 岩土工程学报 , 2006, 28 (10): 1185 – 1190 . (LI Wen-ping, ZHANG Zhi-yong, SUN Ru-hua, et al. High pressure <>K0 creep experiment and the anisotropy of microstructure of deep buried clay [J] . Chinese Journal of Geotechnical Engineering, 2006, 28 (10): 1185 – 1190. ( in Chinese) )
    [10]
    顾正维 , 孙炳楠 , 董邑宁 . 黏土的原状土、重塑土和固化土渗透性试验研究 [J] . 岩石力学与工程学报 , 2003, 22 (3): 505 – 508. (GU Zheng-wei, SUN Bing-nan, DONG Yi-ning. Testing study of permeability of the original clay recomposed clay and improved clay with stabilizer ZDYT-1[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (3): 505 – 508. (in Chinese))
    [11]
    OBRIKE S E, OSADEBE C C, OMONIYI S S. Geotechnical analysis of two nigerian soils for use as clay liners[J]. Bull Eng Geol Environ, 2009, 68 : 417 – C41.
    [12]
    李树刚 , 钱鸣高 , 石平五 . 煤样全应力应变过程中的渗透系数 - 应变方程 [J] . 煤田地质与勘探 , 2001, 29 (1): 22 – 24. (LI Shu-gang, QIAN Ming-gao, SHI Ping-wu. Permeability- strain equation relation to complete stress-strain path of coal sample[J]. Coal geology ＆ exploration, 2001, 29 (1): 22 – 24. (in Chinese) )
    [13]
    张阿根 , 李洪然 , 叶为民 . 上海深部硬土渗透特性试验研究 [J] . 工程地质学报 , 2008, 16 (5): 630 – 633. (ZHANG A-gen, LI Hong-ran, YE Wei-min. Experimental study on permeability of hard clay at deep depth in Shanghai[J]. Journal of Engineering Geology, 2008, 16 (5): 630 – 633. (in Chinese))
    [14]
    介玉新 , 许延春 , 刘 正 , 等 . 黄淮地区深部黏土工程性质试验研究 [J]. 工业建筑 , 2006, 36 (3): 63 – 66. (JIE Yu-xin, XU Yan-chun, LIU Zheng, et al. Engineering properties of deep clay in Huanghuai area[J]. Industrial Construction, 2006, 36 (3): 63 – 66. (in Chinese))
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