Advanced Search
  • 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
Volume 43 Issue S2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
WEN Jia-ming, WAN Jia-lei, BI Yu-zhang, LI Ying-zhen, DU Yan-jun. Experimental investigation on gas permeability and diffusion of polyacrylamide-amended CCL[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 68-71. DOI: 10.11779/CJGE2021S2016
Citation: WEN Jia-ming, WAN Jia-lei, BI Yu-zhang, LI Ying-zhen, DU Yan-jun. Experimental investigation on gas permeability and diffusion of polyacrylamide-amended CCL[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 68-71. DOI: 10.11779/CJGE2021S2016
shu

Experimental investigation on gas permeability and diffusion of polyacrylamide-amended CCL

  • Institute of Geotechnical Engineering, Southeast University, Nanjing 211189, China

More Information
  • Received Date: August 15, 2021
  • Available Online: December 05, 2022
    Graphical Abstract
    • Abstract
  • A series of water retention tests, gas permeability and diffusion tests are conducted to investigate the water content, water loss rate, gas permeability Kp and gas diffusion coefficient Dp of CCL with different modified amounts of PAM. The results indicate that the water content increases with the increasing amount of PAM, the water loss rate exhibits an opposite trend, and the water retention performance is better than that of the ordinary agroforestry water-retaining agent with the dosage ranged from 0.8% to 1.0%. The gas permeability and gas diffusion coefficient decrease with the increasing amount of PAM. When the content increases from 0 to 1.0%, Kp decreases by about one order of magnitude, and Dp is 35% of the original one.
    • FullText(HTML)
    • References (12)
  • [1]
    YOU K H, ZHAN H B. Comparisons of diffusive and advective fluxes of gas phase volatile organic compounds (VOCs) in unsaturated zones under natural conditions[J]. Advances in Water Resources, 2013, 52: 221-231. doi: 10.1016/j.advwatres.2012.11.021
    [2]
    CONANT B H, GILLHAM R W, MENDOZA C A. Vapor transport of trichloroethylene in the unsaturated zone: field and numerical modeling investigations[J]. Water Resources Research, 1996, 32(1): 9-22. doi: 10.1029/95WR02965
    [3]
    PITANGA H N, PIERSON P, VILAR O M. Measurement of gas permeability in geosynthetic clay liners in transient flow mode[J]. Geotechnical Testing Journal, 2011, 34(1): 103000. doi: 10.1520/GTJ103000
    [4]
    BOUAZZA A, VANGPAISAL T. Gas advective flux of partially saturated geosynthetic clay liners[M]//Advances in Transportation and Geoenvironmental Systems Using Geosynthetics. Denver: American Society of Civil Engineers, 2000.
    [5]
    ROUF M A, BOUAZZA A, SINGH R M, et al. Gas flow unified measurement system for sequential measurement of gas diffusion and gas permeability of partially hydrated geosynthetic clay liners[J]. Canadian Geotechnical Journal, 2016, 53(6): 1000-1012. doi: 10.1139/cgj-2015-0123
    [6]
    HORSEMAN S T, HARRINGTON J F, SELLIN P. Gas migration in clay barriers[J]. Engineering Geology, 1999, 54(1/2): 139-149.
    [7]
    员学锋. PAM的土壤保水、保肥及作物增产效应研究[D]. 杨凌: 西北农林科技大学, 2003.

    YUAN Xue-feng. Study of PAM on Water Conservation, Fertilizer Conservation and Increasing Yield[D]. Yangling: Northwest Sci-Tech University of Agricultural and Forestry, 2003. (in Chinese)
    [8]
    LI Y, SHAO M G, HORTON R. Effect of polyacrylamide applications on soil hydraulic characteristics and sediment yield of sloping land[J]. Procedia Environmental Sciences, 2011, 11: 763-773. doi: 10.1016/j.proenv.2011.12.118
    [9]
    QI C Q, BAI Y X, LIU J, et al. Desiccation cracking behavior of polyurethane and polyacrylamide admixed clayey soils[J]. Polymers, 2020, 12(10): 2398. doi: 10.3390/polym12102398
    [10]
    YU B W, EL-ZEIN A, ROWE R K. Effect of added polymer on the desiccation and healing of a geosynthetic clay liner subject to thermal gradients[J]. Geotextiles and Geomembranes, 2020, 48(6): 928-939. doi: 10.1016/j.geotexmem.2020.08.001
    [11]
    苏志慧. 应用浓度梯度法估算农田和草地土壤地表CO2通量[D]. 北京: 中国农业大学, 2016.

    SU Zhi-hui. Using Gradient Method to Estimate Soil Surface CO2 Flux in Crop and Grass Field[D]. Beijing: China Agricultural University, 2016. (in Chinese)
    [12]
    张建刚. 十一种农林保水剂的基本特性对比研究[D]. 杨凌: 西北农林科技大学, 2009.

    ZHANG Jian-gang. Comparative Analysis of Basic Properties to 11 Kind of A & F Super-Absorbent-Polymers[D]. Yanagling: Northwest Sci-Tech University of Agricultural and Forestry, 2009. (in Chinese)
    • Related Articles

  • Related Articles

    [1]ZHOU Weining, LI Zixi, ZHANG Ga. Centrifugal model tests on micro-pile-reinforced shallow foundation in layered soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S1): 81-85. DOI: 10.11779/CJGE2024S10031
    [2]WANG Nian-xiang, ZHOU Chun-er, WU Jia-wu, JIANG Wen-bo, ZHANG De-en. Centrifugal model tests on reinforcement effects of root pile-net composite foundation in slip zone[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S2): 107-111. DOI: 10.11779/CJGE2022S2023
    [3]REN Yang, LI Tian-bin, YANG Ling, WEI Da-qiang, TANG Jie-ling. Stability analysis of ultra-high-steep reinforced soil-filled slopes based on centrifugal model tests and numerical calculation[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(5): 836-844. DOI: 10.11779/CJGE202205006
    [4]LIU Hua-bei. Reinforcement loads of geosynthetic-reinforced soil retaining walls under horizontal earthquake loading[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 288-294. DOI: 10.11779/CJGE202202010
    [5]LI Zi-xi, LUO Fang-yue, ZHANG Ga. Centrifugal model tests on micro-pile-reinforced shallow foundation[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 56-59. DOI: 10.11779/CJGE2021S2013
    [6]LIU Xu, TANG Xiao-wu, SHEN Hao, GAO Bai-song. Stress distribution of reinforcement of reinforced soil structures under drawing force[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(4): 800-804.
    [7]LI Chi, LIU Lin. Study of indoor model test of spread foundation on the reinforced aeolian sand subgrade[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(4): 441-444.
    [8]Yin Jianhua. A one dimensional geosynthetic reinforced foundation model with non linear spring support[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(1): 76-79.
    [9]Liang Bo, Sun Yuqi. A Study the Tensile Failure of Reinforced Earth Retaining Wall with Model Test[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 83-87.
    [10]Wang Zhao. Tensile and Creep Properties of Geotextiies and Pretensioned Reinforced Embankment[J]. Chinese Journal of Geotechnical Engineering, 1992, 14(2): 12-20.
    • Supplements (0)

  • Cited by

    Periodical cited type(2)

    1. 申志福，徐琪尔，朱玲裕，王志华，高洪梅. 人工制备互层土的静三轴剪切力学特性研究. 岩土工程学报. 2023(04): 840-846 . 本站查看
    2. 王章琼，白俊龙，张明，李雷烈，苏亮亮. 多功能重塑土制样装置的研制与应用. 实验技术与管理. 2022(03): 121-125 .

    Other cited types(4)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(6)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return