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Volume 43 Issue 6
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ZHAO Gui-tao, HAN Zhong, ZOU Wei-lie, WANG Xie-qun. Influences of drying-wetting-freeze-thaw cycles on soil-water and shrinkage characteristics of expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1139-1146. DOI: 10.11779/CJGE202106018
Citation: ZHAO Gui-tao, HAN Zhong, ZOU Wei-lie, WANG Xie-qun. Influences of drying-wetting-freeze-thaw cycles on soil-water and shrinkage characteristics of expansive soil[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(6): 1139-1146. DOI: 10.11779/CJGE202106018
shu

Influences of drying-wetting-freeze-thaw cycles on soil-water and shrinkage characteristics of expansive soil

  • 1.

    School of Civil Engineering, Wuhan University, Wuhan 430072, China

  • 2.

    Key Laboratory of Hydraulic Rock Mechanics of Ministry of Education, Wuhan University, Wuhan 430072, China

  • 3.

    School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China

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  • Received Date: August 31, 2020
  • Available Online: December 02, 2022
    Graphical Abstract
    • Abstract
  • The effects of freeze-thaw (FT), drying-wetting (DW) and alternative drying-wetting-freeze-thaw (DWFT) cycles on the micro-structure, soil-water characteristic curve (SWCC) and soil shrinkage characteristic curve (SSCC) of a compacted expansive soil are investigated. The experimental results show that the three investigated cyclic treatments significantly change the macro-pore system of soil. The macro-pores formed during compaction disappear during DW cycles while visible cracks are introduced. FT cycles induce invisible micro-cracks, and macro- and micro-cracks are both discovered in DWFT specimens. Macro- and micro-cracks significantly reduce the water retention capacity of soil in the low suction range and the amount of shrinkage from saturated condition to oven dryness. They have no influences on the SWCC in the high suction range and the shrinkage limit and plastic limit of soil. The slope of the SSCC at the proportional and residual shrinkage stages decreases after FT and DWFT cycles but remains constant after DW cycles. The relationships among moisture content, void ratio and suction of soil after different FT, DW and DWFT cycles are distributed on a unique surface which can be reasonably described by the proposed modified model. This study is useful for understanding the hydro-mechanical behavior of expansive soil under the influences of environmental factors.
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    • References (20)
  • [1]
    刘特洪. 工程建设中的膨胀土问题[M]. 北京: 中国建筑工业出版社, 1997.

    LIU Te-hong. Expansive Soil Problems in Engineering Construction[M]. Beijing: China Building Industry Press, 1997. (in Chinese)
    [2]
    ALONSO E E, GENS A, HIGHT D W. Special problems soils. General Report[C]//9th European Conference on Soil Mechanics and Foundations Engineering, 1987, Dublin: 1087-1146.
    [3]
    张泽, 马巍, 齐吉琳. 冻融循环作用下土体结构演化规律及其工程性质改变机理[J]. 吉林大学学报：地球科学版, 2013, 43(6): 1904-1914. https://www.cnki.com.cn/Article/CJFDTOTAL-CCDZ201306021.htm

    ZHANG Ze, MA Wei, QI Ji-lin. Structure evolution and mechanism of engineering properties change of soils under effect of freeze-thaw cycle[J]. Journal of Jilin University (Earth Science Edition), 2013, 43(6): 1904-1914. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CCDZ201306021.htm
    [4]
    赵鲁庆, 杨更社, 吴迪, 等. 冻融黄土微观结构变化规律及分形特性研究[J]. 地下空间与工程学报, 2019, 15(6): 1680-1690. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201906012.htm

    ZHAO Lu-qing, YANG Geng-she, WU Di, et al. Micro structure and fractal characteristics loess under freeze-thaw cycles[J]. Chinese Journal of Underground Space and Engineering, 2019, 15(6): 1680-1690. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201906012.htm
    [5]
    刘红军, 郭颖, 单炜, 等. 土质路堑边坡冻融失稳及植被护坡机理研究[J]. 岩土工程学报, 2011, 33(8): 1197-1203. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201108010.htm

    LIU Hong-jun, GUO Ying, SHAN Wei, et al. Instability of soil cutting slopes caused by freeze-thaw and reinforcement mechanism by vegetation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1197-1203. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201108010.htm
    [6]
    FREDLUND D G. State of practice for use of the soil-water characteristic curve (SWCC) in geotechnical engineering[J]. Canadian Geotechnical Journal, 2019, 56: 1059-1069. doi: 10.1139/cgj-2018-0434
    [7]
    WHITE N F, DUKE H R, SUNADA D K, et al. Physics of desaturation in porous materials[J]. Journal of the Irrigation and Drainage Division, ASCE, 1970, 96(IR2): 165-191.
    [8]
    VANAPALLI S K, FREDLUND D G, PUFAHL D E. The influence of soil structure and stress history on the soil-water characteristics of a compacted till[J]. Géotechnique, 1999, 49(2): 143-159. doi: 10.1680/geot.1999.49.2.143
    [9]
    唐朝生, 施斌, 崔玉军. 高放废物地质处置库中缓冲回填材料的收缩特征[J]. 岩土工程学报, 2012, 34(7): 1192-1200. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201207005.htm

    TANG Chao-sheng, SHI Bin, CUI Yu-jun. Shrinkage characteristics of buffer-backfilling materials in high-level radioactive waste geological disposal[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1192-1200. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201207005.htm
    [10]
    GROENEVELT P H, GRANT C D. Re-evaluation of the structural properties of some British swelling soils[J]. European Journal of Soil Science, 2001, 52(3): 469-477. doi: 10.1046/j.1365-2389.2001.00388.x
    [11]
    叶为民, 万敏, 陈宝, 等. 干湿循环条件下高压实膨润土的微观结构特征[J]. 岩土工程学报, 2011, 33(8): 1173-1177. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201108006.htm

    YE Wei-min, WAN Min, CHEN Bao, et al. Micro-structural behaviors of densely compacted GMZ01 bentonite under drying/wetting cycles[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(8): 1173-1177. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201108006.htm
    [12]
    魏星, 王刚. 干湿循环作用下击实膨胀土胀缩变形模拟[J]. 岩土工程学报, 2014, 36(8): 1423-1431. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201408008.htm

    WEI Xing, WANG Gang. Modeling swell-shrink behavior of compacted expansive clays subjected to cyclic drying and wetting[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1423-1431. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201408008.htm
    [13]
    LIU G, TOLL D G, KONG L, et al. Matric suction and volume characteristics of compacted clay soil under drying and wetting cycles[J]. Geotechnical Testing Journal, 2020, 43(2): 464-479.
    [14]
    王铁行, 杨涛, 鲁洁. 干密度及冻融循环对黄土渗透性的各向异性影响[J]. 岩土力学, 2016, 37(增刊1): 72-78. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S1009.htm

    WANG Tie-hang, YANG Tao, LU Jie. Influence of dry density and freezing-thawing cycles on anisotropic permeability of loess[J]. Rock and Soil Mechanics, 2016, 37(S1): 72-78. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S1009.htm
    [15]
    许雷, 刘斯宏, 鲁洋, 等. 冻融循环下膨胀土物理力学特性研究[J]. 岩土力学, 2016, 37(增刊2): 167-174. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S2020.htm

    XU Lei, LIU Si-hong, LU Yang, et al. Physico-mechanical properties of expansive soil under freeze-thaw cycles[J]. Rock and Soil Mechanics, 2016, 37(S2): 167-174. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2016S2020.htm
    [16]
    王海涛, 张远芳, 成峰, 等. 冻融循环作用下盐渍土抗剪强度变化规律研究[J]. 地下空间与工程学报, 2016, 12(5): 1271-1276. https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201605020.htm

    WANG Hai-tao, ZHANG Yuan-fang, CHENG Feng, et al. Study on the shear strength change laws of the saline soil subjected to freeze-thaw cycle[J]. Chinese Journal of Underground Space and Engineering, 2016, 12(5): 1271-1276. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BASE201605020.htm
    [17]
    孙德安, 张俊然, 吕海波. 全吸力范围南阳膨胀土的土-水特征曲线[J]. 岩土力学, 2013, 34(7): 1839-1846. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201307004.htm

    SUN De-an, ZHANG Jun-ran, LÜ Hai-bo. Soil-water characteristic curve of Nanyang expansive soil in full suction range[J]. Rock and Soil Mechanics, 2013, 34(7): 1839-1846. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201307004.htm
    [18]
    CORNELIS W M, CORLUY J, MEDINA H, et al. A simplified parametric model to descibe the magnitude and geometry of soil shrinkage[J]. European Journal of Soil Science, 2006, 57(2): 258-268.
    [19]
    FREDLUND D G, XING A. Equations for the soil-water characteristic curve[J]. Canadian Geotechnical Journal, 1994, 31(4): 521-532.
    [20]
    GALLIPOLI D, WHEELER S J, KARSTUNEN M. Modelling of variation of degree of saturation in a deformable unsaturated soil[J]. Géotechnique, 2003, 53(1): 105-112.
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