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Volume 41 Issue S2
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JIAO De-cai, YANG Jun-jie, DONG Meng-rong, CHANG Yu-jun. Laboratory tests on effect of deterioration on permeability of cement soil[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 97-100. DOI: 10.11779/CJGE2019S2025
Citation: JIAO De-cai, YANG Jun-jie, DONG Meng-rong, CHANG Yu-jun. Laboratory tests on effect of deterioration on permeability of cement soil[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S2): 97-100. DOI: 10.11779/CJGE2019S2025
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Laboratory tests on effect of deterioration on permeability of cement soil

  • 1. College of Environmental Science and Engineering, Ocean University of China, Qingdao 266100, China;
    2. Qingdao Ruiyuan Engineering Group Co., Ltd., Qingdao 266555, China

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  • Received Date: April 28, 2019
  • Published Date: July 19, 2019
    Graphical Abstract
    • Abstract
  • The completely deteriorated cement soil samples were prepared by simulating the formation process of cement soil in the corrosive site, and a series of indoor permeability tests are conducted in order to study the evolution laws of permeability of cement soil with deterioration degree. The results show that the effect of soaking solution on the permeability coefficient of completely deteriorated cement soil is negligible, and it can be immersed by the corrosive solution to accelerate the complete deterioration and shorten the sample preparation time of completely deteriorated cement soil. However, the concentration of solution is too high, the surface of cement soil sample may fall off, which affects the quality of sample preparation. The permeability coefficient of completely deteriorated cement soil is related to the cement ratio, which decreases with the increase of cement ratio. Under the experimental conditions, the permeability coefficient of completely deteriorated silt cement soil is completely close to that of silt, and the permeability coefficient of completely deteriorated kaolin cement soil is less than that of kaolin. The permeability coefficient of completely deteriorated cement soil is much larger than that of cement soil. The research results can provide a theoretical basis for the design of cement soil waterproof in the corrosive site.
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    • References (7)
  • [1]
    焦德才, 杨俊杰, 董猛荣, 等. 水泥土的长期渗透特性研究[J].中国海洋大学学报(自然科学版), 待刊.
    (JIAO De-cai, YANG Jun-jie, DONG Meng-rong, et al.Long-term permeability characteristics of cement soil[J]. Periodical of Ocean University of China.(Accepted)
    [2]
    陈四利, 杨雨林, 周辉, 等. 污水环境对水泥土渗透性能影响的试验研究[J]. 岩土力学, 2015, 36(11): 3047-3054.
    (CHEN Si-li, YANG Yu-lin, ZHOU Hui, et al.Effect of sewage environment on permeability of cemented soil[J]. Rock and Soil Mechanics, 2015, 36(11): 3047-3054. (in Chinese))
    [3]
    张精禹. 化学溶液对水泥土渗透性能影响的试验研究[D]. 沈阳: 沈阳工业大学, 2016.
    (ZHANG Jing-yu.Experimental study on effects of chemical solution on permeability of cemented soil[D]. Shenyang: Shenyang University of Technology, 2016. (in Chinese))
    [4]
    袁伟. 海水环境对水泥土渗透性和强度的影响及机理分析[D]. 青岛: 中国海洋大学, 2012.
    (YUAN Wei.Effect of seawater condition on permeability and strength of cement-treated soil and mechanism analysis[D]. Qingdao: Ocean University of China, 2012. (in Chinese))
    [5]
    崔新壮, 侯飞, 黄丹, 等. 一种水泥土劣化层渗透系数的室内测定方法和装置[P]. CN104458530A,2015-03-25.
    (CUI Xin-zhuang, HOU Fei, HUANG Dan, et al. Indoor measuring method and device for permeability coefficient of cement soil degradation layer[P]. CN104458530A, 2015-03-25. (in Chinese))
    [6]
    杨俊杰, 张玥宸, 闫楠, 等. 场地形成的水泥土的劣化室内模拟试验[J]. 土木工程与管理学报, 2012, 29(3): 1-5.
    (YANG Jun-jie, ZHANG Yue-chen, YAN Nan, et al.Laboratory simulation experiment on deterioration of cement stabilized soil in site[J]. Journal of Civil Engineering and Management, 2012, 29(3): 1-5. (in Chinese))
    [7]
    杨俊杰, 董猛荣, 孙涛, 等. 现场条件下水泥土劣化试验及劣化深度预测[J]. 中国水利水电科学研究院学报, 2017, 15(4): 297-302.
    (YANG Jun-jie, DONG Meng-rong, SUN Tao, et al.Test of cement soil degradation under in-suit conditions and degradation depth prediction[J]. Journal of China Institute of Water Resources and Hydropower Research, 2017, 15(4): 297-302. (in Chinese))
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