级配
腐蚀
内腐蚀
岩土工程
地质学
土壤科学
水蚀
降水
强度(物理)
环境科学
水文学(农业)
地貌学
气象学
物理
量子力学
计算机科学
计算机视觉
作者
Yang Xiao,Guoliang Ma,Huanran Wu,Huaming Lu,Rouzbeh Ghabchi
出处
期刊:International Journal of Geomechanics
[American Society of Civil Engineers]
日期:2021-11-09
卷期号:22 (1)
被引量:62
标识
DOI:10.1061/(asce)gm.1943-5622.0002239
摘要
Microbially induced calcite precipitation (MICP), a newly green method, was investigated as a possible solution to rainfall-induced erosion of sandy slopes. A series of model slopes prepared with sands of different gradations were treated by MICP using the surface spraying method. The slopes were subjected to scour under artificial rainfall with an intensity of 700 mm/h. The internal soil loss, the surficial soil loss, the volumes of the internal flow and the surficial flow, and the gradation of the residual soil in the slope model were measured as indicators of the erosion characteristics of the slopes. The results showed that the untreated sandy slopes with a larger uniformity coefficient can be eroded easily while almost no erosion occurred in the untreated ones with a low uniformity coefficient. After MICP treatment, the internal erosion was effectively mitigated for slopes with both large and small uniformity coefficients. In terms of surficial erosion, it was alleviated for the slopes with a larger uniformity coefficient, while intensified for those with low uniformity coefficient, despite the impermeable crusts formed on the slope surface. Therefore, caution must be taken when applying MICP for erosion control of slopes.
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