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Volume 44 Issue S1
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LIU Shi-ya, LIU Jia-qing, ZHOU Cheng, WANG Yi-bing, CHEN Qun, ZHONG Qi-ming. Experimental study on water and soil retention of slopes by MICP surface mineralization combined with vegetation[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 29-34. DOI: 10.11779/CJGE2022S1006
Citation: LIU Shi-ya, LIU Jia-qing, ZHOU Cheng, WANG Yi-bing, CHEN Qun, ZHONG Qi-ming. Experimental study on water and soil retention of slopes by MICP surface mineralization combined with vegetation[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(S1): 29-34. DOI: 10.11779/CJGE2022S1006
shu

Experimental study on water and soil retention of slopes by MICP surface mineralization combined with vegetation

  • 1.

    College of Water Resource & Hydropower, Sichuan University, Chengdu 610065, China

  • 2.

    Guangxi New Development Transportation Group Co., Ltd., Nanning 530029, China

  • 3.

    Nanjing Hydraulic Research Institute, Nanjing 210029, China

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  • Received Date: September 27, 2022
  • Available Online: February 06, 2023
    Graphical Abstract
    • Abstract
  • The ecological restoration is popular by means of grid beams on slopes with earth fill and plant. The rainfall erosion tests are carried out on the slope models with different slope gradients, rainfall intensities, microbial mineralizations and vegetation coverages, so that the feasibility is explored by using the microbial mineralization and vegetation restoration on slope surface. The results show that the increase of the slope gradient will aggravate erosion of the filled soil, and the increase of the rainfall intensity will lead to the advance of the failure time. The surface mineralization can improve slope runoff, and the average runoff rate of pure soil and surface mineralized soil is 0.59 L/min and 0.64 L/min, respectively, and the runoff after the surface mineralization is more stable. The mineralization enhances erosion resistance of the soil by strengthening the loose soil particles on the slope. The larger the vegetation coverage is, the smaller the slope erosion modulus is. Compared with that of the pure soil, the erosion of the improved slope soil is reduced by 58%~72% with vegetation coverage, and 86% after the surface mineralization, and 99% under the surface mineralization plus vegetation. The soil conservation effect of the mineralization is better than that with the vegetation only. The rehabilitation effect in the ecological restoration of slopes is remarkable by use of the soil surface mineralization combined with the vegetation, which is of certain practical engineering values.
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    • References (8)
  • [1]
    余海龙, 顾卫, 李哲峰. 我国工程创面生态恢复中存在的问题及研究展望[J]. 中国水土保持, 2010(4): 29–31. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGSB201004015.htm

    YU Hai-long, GU Wei, LI Zhe-feng. Problems and research prospects of ecological restoration of engineering wounds in China[J]. Soil and Water Conservation in China, 2010(4): 29–31. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGSB201004015.htm
    [2]
    张俊云, 周德培, 李绍才. 高速公路岩石边坡绿化方法探讨[J]. 岩石力学与工程学报, 2002, 21(9): 1400–1403. doi: 10.3321/j.issn:1000-6915.2002.09.026

    ZHANG Jun-yun, ZHOU De-pei, LI Shao-cai. Study on greening method for rock slope in highway project[J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(9): 1400–1403. (in Chinese) doi: 10.3321/j.issn:1000-6915.2002.09.026
    [3]
    周德培, 张俊云. 植被护坡工程技术[M]. 北京: 人民交通出版社, 2003.

    ZHOU De-pei, ZHANG Jun-yun. Vegetation Slope Protection Engineering Technology[M]. Beijing: China Communications Press, 2003. (in Chinese)
    [4]
    MIFTAH A, KHODADADI TIRKOLAEI H, BILSEL H. Bio-precipitation of CaCO3 for soil improvement: a review[J]. IOP Conference Series: Materials Science and Engineering, 2020, 800(1): 012037. doi: 10.1088/1757-899X/800/1/012037
    [5]
    JIANG N J, SOGA K. Erosional behavior of gravel-sand mixtures stabilized by microbially induced calcite precipitation (MICP)[J]. Soils and Foundations, 2019, 59(3): 699–709. doi: 10.1016/j.sandf.2019.02.003
    [6]
    李驰, 刘世慧, 周团结, 等. 微生物矿化风沙土强度及孔隙特性的试验研究[J]. 力学与实践, 2017, 39(2): 165–171, 184. https://www.cnki.com.cn/Article/CJFDTOTAL-LXYS201702009.htm

    LI Chi, LIU Shi-hui, ZHOU Tuan-jie, et al. The strength and porosity properties of micp-treated aeolian sandy soil[J]. Mechanics in Engineering, 2017, 39(2): 165–171, 184. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LXYS201702009.htm
    [7]
    MALEKI M, EBRAHIMI S, ASADZADEH F, et al. Performance of microbial-induced carbonate precipitation on wind erosion control of sandy soil[J]. International Journal of Environmental Science and Technology, 2016, 13(3): 937–944. doi: 10.1007/s13762-015-0921-z
    [8]
    周成, 丁建彤, 陈群, 等. 蓄排水管联合多功能汲水加筋带的框格式植被水泥土护坡方法及设施: CN110219310B[P]. 2020-08-21.

    ZHOU Cheng, DING Jian-tong, CHEN Qun, et al. Lattice-Type Vegetation Cement Soil Slope Protection Method and Facility Employing Combination of Water Storage and Drainage Pipes and Multifunctional Water Drawing Reinforced Belts: CN110219310B[P]. 2020-08-21. (in Chinese)
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