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NIU Li-si, ZHANG Ai-jun, WANG Yu-guo, HAN Jing-wen, ZHAO Jia-min, HU Jin-fang. Effects of NaCl content on water collapsibility and salt collapsibility of undisturbed Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 67-71. DOI: 10.11779/CJGE2020S2012
Citation: NIU Li-si, ZHANG Ai-jun, WANG Yu-guo, HAN Jing-wen, ZHAO Jia-min, HU Jin-fang. Effects of NaCl content on water collapsibility and salt collapsibility of undisturbed Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S2): 67-71. DOI: 10.11779/CJGE2020S2012

Effects of NaCl content on water collapsibility and salt collapsibility of undisturbed Ili loess

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  • Received Date: August 06, 2020
  • Available Online: December 07, 2022
  • Based on the understanding that the dissolution of soluble salt is the root cause of salt collapsible deformation, three kinds of loess compression tests are carried out on undisturbed Ili loess samples with different NaCl contents, namely, original water content, soaked in pure water and saturated NaCl solution, which is an extension of loess collapsibility test. The difference between water collapse and salt collapse is achieved, and the influences of NaCl content on the characteristics of compression, water collapsibility and salt collapsibility are investigated. The results show that the above three kinds of tests can well distinguish the water collapse and salt collapse. When the NaCl content is small, the water collapse is greater, and with the increase of NaCl content, the leading role of deformation is gradually changed from the water effect to the salt effect. When the NaCl content is about 10 g/kg, the two effects are almost equal. With the increase of NaCl content, the peak salt collapse coefficient increases as a power function, while the peak water collapse coefficient decreases linearly and the starting pressure of salt collapse decreases exponentially. When the vertical pressure is applied, the height of the sample decreases from steeply to slowly, the time of deformation stabilization increases with the increase of vertical pressure.
  • [1]
    张爱军, 邢义川, 胡新丽, 等. 伊犁黄土强烈自重湿陷性的影响因素分析[J]. 岩土工程学报, 2016, 38(增刊2): 117-122.

    ZHANG Ai-jun, XING Yi-chuan, HU Xin-li, et al. Influence factors of strong self-weight collapsibility of Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(S2): 117-122. (in Chinese)
    [2]
    孙德安, 张谨绎, 宋国森. 氯盐渍土土-水特征曲线的试验研究[J]. 岩土力学, 2013, 34(4): 955-960.

    SUN De-an, ZHANG Jin-yi, SONG Guo-seng. Experimental study of soil-water characteristic curve of chlorine saline soil[J]. Rock and Soil Mechanics, 2013, 34(4): 955-960. (in Chinese)
    [3]
    蔡正银, 吴志强, 黄英豪, 等. 含水率和含盐量对冻土无侧限抗压强度影响的试验研究[J]. 岩土工程学报, 2014, 36(9): 1580-1586.

    CAI Zheng-yin, WU Zhi-qiang, HUANG Ying-hao, et al. Influence of water and salt contents on strength of frozen soils[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1580-1586. (in Chinese)
    [4]
    颜荣涛, 赵续月, 于明波, 等. 盐溶液饱和黏土的等向压缩特性[J]. 岩土力学, 2018, 39(1): 129-138.

    YAN Rong-tao, ZHAO Xu-yue, YU Ming-bo, et al. Isotropic compression characteristics of clayey soil saturated by salty solution[J]. Rock and Soil Mechanics, 2018, 39(1): 129-38. (in Chinese)
    [5]
    张爱军, 王毓国, 邢义川, 等. 伊犁黄土总吸力和基质吸力土水特征曲线拟合模型[J]. 岩土工程学报, 2019, 41(6): 1040-1049.

    ZHANG Ai-jun, WANG Yu-guo, XING Yi-chuan, et al. SWCC fitting models of total and matrix suction for Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(6): 1040-1049. (in Chinese)
    [6]
    高树森, 师永坤. 碎石类土盐渍化评价初探[J]. 岩土工程学报, 1996, 18(3): 96-99. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC603.014.htm

    GAO Shu-sen, SHI Yong-kun. Preliminary study on salinization evaluation of gravelly soil[J]. Chinese Journal of Geotechnical Engineering, 1996, 18(3): 96-99. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC603.014.htm
    [7]
    杨晓华, 张志萍, 张莎莎. 高速公路盐渍土地基溶陷特性离心模型试验[J]. 长安大学学报(自然科学版), 2010, 30(2): 5-9.

    YANG Xiao-hua, ZHANG Zhi-ping, ZHANG Sha-sha. Centrifugalize model test on dissolve collapse of saline soil under expressway[J]. Journal of Chang'an University(Natural Science Edition), 2010, 30(2): 5-9. (in Chinese)
    [8]
    宋通海. 氯盐渍土溶陷特性试验研究[J]. 公路, 2007(12): 191-194.

    SONG Tong-hai. Test and research on collapsibility of chlorine saline soil[J]. Highway, 2007(12): 191-194. (in Chinese)
    [9]
    梁维云, 韦昌富, 颜荣涛, 等. NaCl溶液饱和膨胀土的压缩特性及其微观机制[J]. 岩土力学, 2019, 40(12): 4759-4766.

    LIANG Wei-yun, WEI Chang-fu, YAN Rong-tao, et al. Microstructure and compression characteristics of NaCl solutions saturated expansive soil[J]. Rock and Soil Mechanics, 2019, 40(12): 4759-4766. (in Chinese)

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