• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

等向应力条件下原状Q3黄土的渗气特性研究

陈存礼, 张登飞, 张洁, 陈惠, 杨帆, 吴康

陈存礼, 张登飞, 张洁, 陈惠, 杨帆, 吴康. 等向应力条件下原状Q3黄土的渗气特性研究[J]. 岩土工程学报, 2017, 39(2): 287-294. DOI: 10.11779/CJGE201702012
引用本文: 陈存礼, 张登飞, 张洁, 陈惠, 杨帆, 吴康. 等向应力条件下原状Q3黄土的渗气特性研究[J]. 岩土工程学报, 2017, 39(2): 287-294. DOI: 10.11779/CJGE201702012
CHEN Cun-li, ZHANG Deng-fei, ZHANG Jie, CHEN Hui, YANG Fan, WU Kang. Gas permeability of intact Q3 loess under isotropic stresses[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 287-294. DOI: 10.11779/CJGE201702012
Citation: CHEN Cun-li, ZHANG Deng-fei, ZHANG Jie, CHEN Hui, YANG Fan, WU Kang. Gas permeability of intact Q3 loess under isotropic stresses[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(2): 287-294. DOI: 10.11779/CJGE201702012

等向应力条件下原状Q3黄土的渗气特性研究  English Version

基金项目: 国家自然科学基金项目(50878183); 陕西省教育厅省级重点实验室重点科研项目(14JS063); 西安理工大学博士创新基金项目(310-252071509)
详细信息
    作者简介:

    陈存礼(1964- ),女,陕西人,博士,教授,博士生导师,主要从事土的静动力学特性研究。E-mail: chencl@xaut.edu.cn。

Gas permeability of intact Q3 loess under isotropic stresses

  • 摘要: 用改装的三轴渗气仪,在不同等向应力条件下对不同含水率的原状Q3黄土进行渗气试验,分析了含水率、体积含气率及应力对渗气系数的影响,提出了直接及间接地反映含水率与应力变化对渗气系数影响的3种类型渗气函数。研究结果表明:应力对渗气系数与含水率及体积含气率关系皆有明显的影响,增湿时含水率及体积含气率对渗气系数的影响比减湿时稍大;应力变化(含水率不变)和含水率变化(应力不变)时渗气系数与体积含气率的关系不同。不同应力条件下相对渗气系数与相对体积含气率关系,渗气系数与修正体积含气率关系皆可分别用唯一的幂函数描述;不同含水率下渗气系数与规格化应力关系皆可用指数函数描述,且仅一个参数随含水率而变化。用3种类型的渗气函数皆可较好预测含水率及应力变化时的渗气系数,而其中无需引入力水耦合作用引起孔隙比变化的指数型渗气函数更便于工程应用。
    Abstract: The tests are performed to study the gas permeability of unsaturated intact Q3 loess with various water contents under different isotropic stresses using the improved triaxial gas permeability equipment. The influences of water content, volumetric gas content and stress on coefficients of gas permeability are analyzed. Three gas permeability functions are proposed to directly and indirectly reflect the effects of change in water contents and stresses on coefficients of gas permeability. The results show that the stress remarkably affects the coefficient of gas permeability as functions of both water content and volumetric gas content. The water content and volumetric gas content slightly have higher influence on the coefficient of gas permeability during wetting than drying. The relationships between coefficient of gas permeability and volumetric gas content at the same water content but different stresses were different from that at the same stress but different water contents. The relative coefficient of gas permeability versus relative volumetric gas content, coefficient of gas permeability versus modified volumetric gas content for different stresses all can be respectively described by the unique power function. The relationships between coefficient of gas permeability and normalized stress for different water contents can be expressed by the exponential function, in which only one of parameters changes with moisture content. The proposed three functions of gas permeability can well predict the coefficient of gas permeability as water content and stress change. The exponential function of gas permeability which needs not to introduce the change in void ratio caused by hydro-mechanical coupling is more convenient for engineering application.
  • [1] 谢定义. 非饱和土土力学[M]. 北京: 高等教育出版社, 2015. (XIE Ding-yi. Soil mechanics for unsaturated soil[M]. Beijing: Higher Education Press, 2015. (in Chinese))
    [2] STYLIANOU C, DEVANTIER B A. Relative air permeability as functions of saturation in soil venting[J]. Journal of Environmental Engineering, 1995, 121(4): 337-347.
    [3] MOLDRUP P, POULSEN T G, SCHJONNING P, et al. Gas permeability in undisturbed soils: measurements and predictive models[J]. Soil Science, 1998, 163: 180-189.
    [4] MOLDRUP M, YOSHIKAWA S, OLESEN T, et al. Air Permeability in undisturbed volcanic ash soils: predictive model test and soil structure fingerprint[J]. Soil Science Society of America Journal, 2003, 67: 32-40.
    [5] SAMINGAN A S, LEONG E C, RAHARDJO H. A flexible wall permeameter for measurements of water and air coefficients of permeability of residual soils[J]. Canadian Geotechnical Journal, 2003, 40(3): 559-574.
    [6] TULI A, HOPMANS J W. Effect of degree of fluid saturation on transport coefficients in disturbed soils[J]. European Journal of Soil Science, 2004, 55(1): 147-164.
    [7] JUCA J F T, MACIEL F J. Gas permeability of a compacted soil used in a landfill cover layer[J]. Geotechnical Special Publication, 2006, 147(2): 1535-1546.
    [8] KAMIYA K, BAKRIE R, HONJO Y. A new method for the measurement of air permeability coefficient of unsaturated soil[J]. Geotechnical Special Publication, 2006, 147(2): 1741-1752.
    [9] 陈正汉, 谢定义, 王永胜. 非饱和土的水气运动规律及其工程性质研究[J]. 岩土工程学报, 1993, 15(3): 9-20. (CHEN Zheng-han, XIE Ding-yi, WANG Yong-sheng. Experimental studies of laws of fluid motion, suction and pore pressures in unsaturated soil[J]. Chinese Journal of Geotechnical Engineering, 1993, 15(3): 9-20. (in Chinese))
    [10] 刘奉银, 张 昭, 周 冬. 湿度和密度双变化条件下的非饱和黄土渗气渗水函数[J]. 岩石力学与工程学报, 2010, 29(9): 1907-1914. (LIU Feng- yin, ZHANG Zhao,ZHOU Dong. Density-saturation-dependent air-water permeability function of unsaturated loess[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1907-1914. (in Chinese))
    [11] ZHAN T L T, YANG Y B, CHEN R, et al. Influence of clod size and water content on gas permeability of a compacted loess[J]. Canadian Geotechnical Journal, 2014, 51(11): 1468-1474.
    [12] 姚志华, 陈正汉, 黄雪峰, 等. 非饱和Q 3 黄土渗气特性研究[J]. 岩石力学与工程学报, 2012, 31(6): 1264-1273. (YAO Zhi-hua, CHEN Zheng-han, HUANG Xue-feng, et al. Expermental research on gas permeability of unsaturated Q 3 loess[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(6): 1264-1273. (in Chinese))
    [13] 魏海云, 詹良通, 陈云敏. 城市生活垃圾的气体渗透性试验研究[J]. 岩石力学与工程学报, 2007, 26(7): 1408-1415. (WEI Hai-yun, ZHAN Liang-tong, CHEN Yun-min. Experimental study on gas permeability of municipal solid waste[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(7): 1408-1415. (in Chinese))
    [14] 王 勇, 孔令伟, 郭爱国, 等. 杭州地铁储气砂土的渗气性试验研究[J]. 岩土力学, 2009, 30(3): 815-819. (WANG Yong, KONG Ling-wei, GUO Ai-guo, et al. Experimental research on gas permeability of shallow gassy sand in Hangzhou Metro Project[J]. Rock and Soil Mechanics, 2009, 30(3): 815-819. (in Chinese))
    [15] 苗强强, 陈正汉, 张 磊, 等. 非饱和黏土质砂的渗气规律试验研究[J]. 岩土力学, 2010, 31(12): 3746-3750. (MIAO Qiang-qiang, CHEN Zheng-han, ZHANG Lei, et al. Experimental study of gas permeability of unsaturated clayey sand[J]. Rock and Soil Mechanics, 2010, 31(12): 3746-3750. (in Chinese))
    [16] WICKRAMARACHCHI P, KAWAMOTO K, HAMAMOTO S, et al. Effects of dry bulk density and particle size fraction on gas transport parameters in variably saturated landfill cover soil[J]. Waste Management, 2011, 31: 2464-2472.
    [17] DEEPAGODA C, MOLDRUP P, SCHJONNING P, et al. Density-corrected models for gas diffusivity and air permeability in unsaturated soil[J]. Vadose Zone Journal, 2011, 10(1): 226-238.
    [18] BARDEN L, PAVIAKIS G. Air and water permeability of compacted unsaturated cohesive soils[J]. Journal of Soil Science, 1971, 22(3): 302-317.
    [19] STOLTZ G, GOURE J P, OXARANGO L. Liquid and gas permeabilities of unsaturated municipal solid waste under compression[J]. Journal of Contaminant Hydrology, 2010, 118: 27-42.
    [20] LIU J F, SKOCZYLAS F, TALANDIER J. Gas permeability of a compacted bentonite-sand mixture: coupled effects of water content, dry density, and confining pressure[J]. Canadian Geotechnical Journal, 2015, 52(2): 1159-1167.
    [21] FREDLUND D G, RAHARDJO H. Soil mechanics for unsaturated soils[M]. New York: John Wiley & Sons, 1993.
    [22] KAWAMOTO K, MOLDRUP P, SCHJONNING P, et al. Gas transport parameters in the Vadose Zone: development and tests of power-law models for air permeability[J]. Vadose Zone Journal, 2006: 1205-1215.
    [23] MITCHELL J K, HOOPER D R, CAMPANELLA R G. Permeability of compacted clay[J]. Journal of the Soil Mechanics and Foundation Division, 1965, 91: 41-65.
计量
  • 文章访问数:  299
  • HTML全文浏览量:  3
  • PDF下载量:  219
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-11-13
  • 发布日期:  2017-03-24

目录

    /

    返回文章
    返回