Citation: | YANG De-huan, WEI Chang-fu, YAN Rong-tao, TANG Qin, LIU Li. Experimental study on effects of fine particle migration and fabric change on permeability of clay[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2009-2017. DOI: 10.11779/CJGE201911005 |
[1] |
MITCHELL J K, SOGA K.Fundamentals of soil behavior[M]. New York: Wiley, 2005.
|
[2] |
朱伟, 徐浩青, 王升位, 等. CaCl2溶液对不同黏土基防渗墙渗透性的影响[J]. 岩土力学, 2016, 37(5): 1224-1230.
(ZHU Wei, XU Hao-qing, WANG Sheng-wei, et al.Influence of CaCl2 solution on the permeability of different clay-based cutoff walls[J]. Rock and Soil Mechanics, 2016, 37(5): 1224-1230. (in Chinese)) |
[3] |
杨玉玲, 杜延军, 范日东, 等. 膨润土系隔离墙材料渗透特性研究综述[J]. 岩土工程学报, 2015, 37(增刊2): 210-216.
(YANG Yu-ling, DU Yan-jun, FAN Ri-dong, et al.Advances in permeability for bentonite-based hydraulic containment barriers[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(S2): 210-216. (in Chinese)) |
[4] |
汤文, 姚志宾, 李邵军, 等. 水化学作用对滑坡滑带土的物理力学特性影响试验研究[J]. 岩土力学, 2016, 37(10): 2885-2892.
(TANG Wen, YAO Zhi-bin, LI Shao-jun, et al.Effect of pore water chemistry on physical and mechanical properties of sliding-zone soil: an experimental study[J]. Rock and Soil Mechanics, 2016, 37(10): 2885-2892. (in Chinese)) |
[5] |
GOLDENBERG L C, MAGARITZ M, MANDEL S.Experimental investigation on irreversible changes of hydraulic conductivity on the seawater-freshwater interface in coastal aquifers[J]. Water Resources Research, 1983, 19(1): 77-85.
|
[6] |
KHILAR K C, FOGLER H S.The existence of a critical salt concentration for particle release[J]. Journal of Colloid & Interface Science, 1984, 101(1): 214-224.
|
[7] |
GOLDENBERG L C, MAGARITZ M, AMIEL A J, et al.Changes in hydraulic conductivity of laboratory sand-clay mixtures caused by a seawater-freshwater interface[J]. Journal of Hydrology, 1984, 70(1): 329-336.
|
[8] |
JONES JR F O. Influence of chemical composition of water on clay blocking of permeability[J]. Journal of Petroleum Technology, 1964, 16(4): 441-446.
|
[9] |
KHILAR K C, FOGLER H S.Water sensitivity of sandstones[J]. Society of Petroleum Engineers Journal, 1983, 23(1): 55-64.
|
[10] |
QUIRK J P, SCHOFIELD R K.The effect of electrolyte concentration on soil permeability[J]. Journal of Soil Science, 1955, 6(2): 163-178.
|
[11] |
KIA S F, FOGLER H S, REED M G.Effect of salt composition on clay release in Berea sandstones[J]. SPE Production Engineering, 1987, 2(4): 277-283.
|
[12] |
XIAO M.Modeling fine particles clogging in filters and drainage layers[D]. Kansas: Kansas State University, 2001.
|
[13] |
梁健伟, 房营光, 谷任国. 极细颗粒黏土渗流的微电场效应分析[J]. 岩土力学, 2010, 31(10): 3043-3050.
(LIANG Jian-wei, FANG Ying-guang, GU Ren-guo.Analysis of microelectric field effect of seepage in tiny-particle clay[J]. Rock and Soil Mechanics, 2010, 31(10): 3043-3050. (in Chinese)) |
[14] |
SRIDHARAN A, CHOUDHURY D.Computation of hydraulic conductivity of montmorillonitic clays by diffuse double layer theory[J]. International Journal of Geotechnical Engineering, 2008, 2(1): 1-10.
|
[15] |
SHARIATMADARI N, SALAMI M, KARIMPOUR F M.Effect of inorganic salt solutions on some geotechnical properties of soil-bentonite mixtures as barriers[J]. International Journal of Civil Engineering, 2011, 9(2): 103-110.
|
[16] |
STUDDS P G, STEWART D I, COUSENS T W.The effects of salt solutions on the properties of bentonite-sand mixtures[J]. Clay Minerals, 1998, 33(4): 651-660.
|
[17] |
YILMAZ G, YETIMOGLU T, ARASAN S.Hydraulic conductivity of compacted clay liners permeated with inorganic salt solutions[J]. Waste Management & Research, 2008, 26(5): 464-473.
|
[18] |
邓友生, 何平, 周成林, 等. 含盐土渗透系数变化特征的试验研究[J]. 冰川冻土, 2006, 28(5): 772-774.
(DENG You-sheng, HE Ping, ZHOU Cheng-lin, et al.Experimental study of permeability coefficient of saline soils[J]. Journal of Glaciology and Geocryology, 2006, 28(5): 772-774. (in Chinese)) |
[19] |
谌文武, 吕海敏, 吴国鹏, 等. 盐分对遗址土体渗透性及孔径的影响[J]. 中南大学学报(自然科学版), 2016, 47(8): 2747-2751.
(CHEN Wen-wu, LÜ Hai-min, WU Guo-peng, et al.Influence of salt in site soils on permeability and pore diameter[J]. Journal of Central South University (Science and Technology), 2016, 47(8): 2747-2751. (in Chinese)) |
[20] |
WANG Y H, SIU W K.Structure characteristics and mechanical properties of Kaolinite soils: I surface charges and structural characterizations[J]. Canadian Geotechnical Journal, 2006, 43(6): 587-600.
|
[21] |
CHEN J, ANANDARAJAH A.Influence of pore fluid composition on volume of sediments in Kaolinite suspensions[J]. Clays and Clay Minerals, 1998, 46(2): 145-152.
|
[22] |
杨德欢. 孔隙水溶液对高岭土变形特性的影响机理[D]. 桂林: 桂林理工大学, 2016.
(YANG De-huan.Influencing mechanism of pore water chemistry on volume change behavior of Kaolinite[D]. Guilin: Guilin University of Technology, 2016. (in Chinese)) |
[23] |
SL237—1999 土工试验规程[S]. 北京: 中国水利水电出版社, 1999.
(SL237—1999 Specification of soil test[S]. Beijing: China Water & Power Press, 1999. (in Chinese)) |
[24] |
傅鑫晖, 韦昌富, 颜荣涛, 等. 非饱和红黏土的强度特性研究[J]. 岩土力学, 2013, 32(增刊2): 204-209.
(FU Xin-hui, WEI Chang-fu, YAN Rong-tao, et al.Research on strength characteristics of unsaturated red clay[J]. Rock and Soil Mechanics, 2013, 32(S2): 204-209. (in Chinese)) |
[25] |
MUNGAN N.Permeability reduction through changes in pH and salinity[J]. Journal of Petroleum Technology, 1965, 17(12): 1449-1453.
|
[26] |
GKAY D H, REX R W.Formation damage in sandstones caused by clay dispersion and migration[C]// Clays and Clay Minerals: Proceedings of the Fourteenth National Conference. 1966: 355-366.
|
[27] |
COATES G R, XIAO L L, PRAMMER M G.NMR logging principles and application[M]. Houston: Halliburton Energy Services Publication, 1999.
|
[28] |
MCNEAL B L, COLEMAN N T.Effect of solution composition on soil hydraulic conductivity[J]. Soil Science Society of America Journal, 1966, 30(3): 308-312.
|
[29] |
李广信. 论土骨架与渗透力[J]. 岩土工程学报, 2016, 38(8): 1522-1528.
(LI Guang-xin.On soil skeleton and seepage force[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1522-1528. (in Chinese)) |
[30] |
田慧会, 韦昌富, 颜荣涛, 等. 粉土中二氧化碳水合物分解过程的核磁试验研究[J]. 中国科学: 物理学力学天文学, 2019, 49: 034615.
(TIAN Hui-hui, WEI Chang-fu, YAN Rong-tao, et al.A NMR-based analysis of carbon dioxide hydrate dissociation process in silt[J]. Scientia Sinica: Physica, Mechanica &Astronomica, 2019, 49: 034615. (in Chinese)) |
[31] |
LI X, ZHANG L M.Characterization of dual-structure pore-size distribution of soil[J]. Canadian Geotechnical Journal, 2009, 46(2): 129-141.
|
[32] |
ANANDARAJAH A.Mechanism controlling permeability change in clays due to changes in pore fluid[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(2): 163-172.
|
[33] |
SUZUKI S, PRAYONGPHAN S, ICHIKAWA Y, et al.In situ observations of the swelling of bentonite aggregates in NaCl solution[J]. Applied Clay Science, 2005, 29(2): 89-98.
|
[34] |
MONTORO M A, FRANCISCA F M.Soil permeability controlled by particle-fluid interaction[J]. Geotechnical & Geological Engineering, 2010, 28(6): 851-864.
|
[35] |
林国庆. 咸淡水过渡带渗透性突变的机理与效应研究[D]. 青岛: 中国海洋大学, 2006.
(LIN Guo-qing.Mechanism and application of abrupt changes of hydraulic conductivity on the seawater-freshwater interface[D]. Qingdao: Ocean University of China, 2006. (in Chinese)) |
[36] |
宋林辉, 黄强, 闫迪, 等. 水力梯度对黏土渗透性影响的试验研究[J]. 岩土工程学报, 2018, 40(9): 1635-1641.
(SONG Lin-hui, HUANG Qiang, YAN Di, et al.Experimental study on effect of hydraulic gradient on permeability of clay[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(9): 1635-1641. (in Chinese)) |
[37] |
SHARMA M M, CHAMOUN H, SARMA D S H S R, et al. Factors controlling the hydrodynamic detachment of particles from surfaces[J]. Journal of Colloid and Interface Science, 1992, 149(1): 121-134.
|
[38] |
YU H H, SUN D A, TIAN H H.NMR-based analysis of shear strength of weakly expansive clay in sodium chloride solution[J]. Magnetic Resonance Imaging, 2019, 58: 6-13.
|
[39] |
SRIDHARAN A.Fourth IGS-Ferroco Terzaghi Oration: 2014[J]. Indian Geotechnical Journal, 2014, 44(4): 371-399.
|
[1] | YING Sai, XIA Xiaozhou, WEN Tao, ZHOU Fengxi, CAO Yapeng, LI Guoyu, ZHANG Qing. Experimental study on freezing characteristic curve of soils based on nuclear magnetic resonance technology[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(7): 1437-1444. DOI: 10.11779/CJGE20230301 |
[2] | TAO Gaoliang, PENG Yinjie, CHEN Yin, XIAO Henglin, LUO Chenchen, ZHONG Chuheng, LEI Da. A new fast prediction method for relative permeability coefficient of unsaturated soils based on NMR[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 470-479. DOI: 10.11779/CJGE20221426 |
[3] | WANG Enliang, LI Yuang, REN Zhifeng, JIANG Haiqiang, LIU Chengqian, ZOU Yiyun, DU Shilin. Microstructural change of improved dispersive soil based on scanning electron microscope and nuclear magnetic resonance technology[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(6): 1123-1132. DOI: 10.11779/CJGE20220331 |
[4] | LIU Qian-qian, CAI Guo-qing, HAN Bo-wen, QIN Yu-teng, LI Jian. Experimental study on pore structure and freezing characteristics of graded soils based on NMR[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 178-182. DOI: 10.11779/CJGE2022S1032 |
[5] | TIAN Jia-li, WANG Hui-min, LIU Xing-xing, XIANG Lei, SHENG JIN-chang, LUO Yu-long, ZHAN Mei-li. Permeability characteristics of sandstone based on NMR-coupled real-time seepage[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(9): 1671-1678. DOI: 10.11779/CJGE202209012 |
[6] | MA Dong-dong, MA Qin-yong, HUANG Kun, ZHANG Rong-rong. Pore structure and dynamic mechanical properties of geopolymer cement soil based on nuclear magnetic resonance technique[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(3): 572-578. DOI: 10.11779/CJGE202103021 |
[7] | WANG Ying, LIU Jin, MA Xiao-fan, QI Chang-qing, LU Hong-ning. Immersion effect of polyurethane-reinforced sand based on NMR[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(12): 2342-2349. DOI: 10.11779/CJGE202012023 |
[8] | CHENG Hua, CHEN Han-qing, CAO Guang-yong, RONG Chuan-Xin, YAO Zhi-shu, CAI Hai-bing. Migration mechanism of capillary-film water in frozen soil and its experimental verification[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1790-1799. DOI: 10.11779/CJGE202010003 |
[9] | DU Yang, Tang Li-yun, YANG Liu-jun, WANG Xin, BAI Miao-miao. Interface characteristics of frozen soil-structure thawing process based on nuclear magnetic resonance[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(12): 2316-2322. DOI: 10.11779/CJGE201912017 |
[10] | AN Ai-jun, LIAO Jing-yun. Modified mesostructure of Standard Gange Railway expansive soils of Mombasa- Nairobi based on nuclear magnetic resonance and scanning electron microscope[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 152-156. DOI: 10.11779/CJGE2018S2031 |