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NIU Li-si, ZHANG Ai-jun, ZHAO Jia-min, WANG Yu-guo, ZHAO Qing-yu. Influences of soluble salt content on mechanical properties of Ili undisturbed loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1705-1714. DOI: 10.11779/CJGE202009015
Citation: NIU Li-si, ZHANG Ai-jun, ZHAO Jia-min, WANG Yu-guo, ZHAO Qing-yu. Influences of soluble salt content on mechanical properties of Ili undisturbed loess[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1705-1714. DOI: 10.11779/CJGE202009015

Influences of soluble salt content on mechanical properties of Ili undisturbed loess

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  • Received Date: October 28, 2019
  • Available Online: December 07, 2022
  • In order to reveal the loading collapse yield and moisture characteristics of the unsaturated Ili undisturbed loess, a series of net mean stress increase-decrease tests on control suction, suction increase-decrease tests on control net mean stress, consolidation shear tests on control net confining pressure and suction under different soluble salt contents are carried out by using the unsaturated soil triaxial apparatus. The effects of soluble salt content on the deformation, yield and moisture of the unsaturated Ili loess are studied. The results show that there is a critical value for salt content to improve the cementation between particles. There are the peak yield net mean stress and the peak yield shear stress between 14 and 20 g/kg of salt content, and the loading collapse yield curve and the shear yield curve are the maximum. The compressibility index and moisture change at the consolidation stage decrease with the increase of salt content. The influences of salt content on moisture are mainly in the transition region of soil water characteristic drying curve, but there are few effects on the suction increase yield curve. The unsaturated Ili loess can be yielded by being excessively salting and reducing suction.
  • [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. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2016S2019.htm

    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) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2016S2019.htm
    [2]
    冯忠居, 乌延玲, 成超, 等. 板块状盐渍土的盐溶和盐胀特性研究[J]. 岩土工程学报, 2010, 32(9): 1439-1442. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201009027.htm

    FENG Zhong-ju, WU Yan-ling, CHENG Chao, et al. Salt-dissolution and salt-heaving characteristics of plate-like saline soil[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(9): 1439-1442. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201009027.htm
    [3]
    闫亚景, 文宝萍, 黄志全. 可溶盐对兰州非饱和重塑黄土抗剪强度的影响[J]. 岩土力学, 2017, 38(10): 2881-2887. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201710015.htm

    YAN Ya-jing, WEN Bao-ping, HUANG Zhi-quan. Effect of soluble salts on shear strength of unsaturated remoulded loess in Lanzhou city[J]. Rock and Soil Mechanics, 2017, 38(10): 2881-2887. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201710015.htm
    [4]
    WANG Y G, ZHANG A J, REN W Y, et al. Study on the soil water characteristic curve and its fitting model of Ili loess with high level of soluble salts[J]. Journal of Hydrology, 2019, 578: 1-10.
    [5]
    康安栋, 王春艳, 张方涛, 等. 硫酸盐渍土变形特性试验研究[J]. 科学技术与工程, 2015, 15(18): 211-214, 230. https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201518037.htm

    KANG An-Dong, WANG Chun-yan, ZHANG Fang-tao, et al. The experimental study of deformation behaviors of sulphate salt soil[J]. Science Technology and Engineering, 2015, 15(18): 211-214, 230. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS201518037.htm
    [6]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201801017.htm

    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): 129-138. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201801017.htm
    [7]
    徐安花, 房建宏. 盐渍土抗剪强度变化规律的研究[J]. 交通研究, 2005(11): 54-58. https://www.cnki.com.cn/Article/CJFDTOTAL-JTBH200511014.htm

    XU An-hua, FANG Jian-hong. Study on laws of anti-shearing intensity of salty soil[J]. Transport Research, 2005(11): 54-58. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JTBH200511014.htm
    [8]
    刘威. 罗布泊盐渍土静力特性试验研究[D]. 乌鲁木齐: 新疆农业大学, 2012.

    LIU Wei. Study on Static Characteristics Test of Saline Soil in Lop Nur[D]. Urumqi: Xinjiang Agricultural University, 2012. (in Chinese)
    [9]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201409005.htm

    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) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201409005.htm
    [10]
    陈正汉, 孙树国, 方祥位, 等. 多功能土工三轴仪的研制及其应用[J]. 后勤工程学院学报, 2007, 23(4): 1-5. https://www.cnki.com.cn/Article/CJFDTOTAL-HQGC200704004.htm

    CHEN Zheng-han, SUN Shu-guo, FANG Xiang-wei, et al. Development and application of multi-function triaxial apparatus for soil[J]. Journal of Logistical Engineering University, 2007, 23(4): 1-5. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HQGC200704004.htm
    [11]
    ALONSO E E, GENS A, JOSA A. A constitutive model for partially saturated soils[J]. Géotechnique, 1990, 40(3): 405-430.
    [12]
    陈正汉. 重塑非饱和黄土的变形、强度、屈服和水量变化特性[J]. 岩土工程学报, 1999, 21(1): 82-90. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC901.016.htm

    CHEN Zheng-han. Deformation, strength, yield and moisture change of a remolded unsaturated loess[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(1): 82-90. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC901.016.htm
    [13]
    方瑾瑾, 邵生俊, 李荣, 等. 真三轴条件下Q3黄土的屈服特性研究[J]. 岩石力学与工程学报, 2016, 35(9): 1936-1944. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201609023.htm

    FANG Jin-jin, SHAO Sheng-jun, LI Rong, et al. Yield characteristics of Q3 loess in true triaxial tests[J]. Chinese Journal of Rock Mechanics and Engineering, 2016, 35(9): 1936-1944. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX201609023.htm
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