Rainfall-Induced Erosion of Biocemented Graded Slopes

被引:71
|
作者
Xiao, Yang [1 ,2 ]
Ma, Guoliang [1 ]
Wu, Huanran [1 ]
Lu, Huaming [1 ]
Zaman, Musharraf [3 ,4 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Chongqing Univ, State Key Lab Coal Mine Disaster Dynam & Control, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China
[3] Univ Oklahoma, Sch Civil Engn & Environm Sci, 202 W Boyd St,Rm 334, Norman, OK 73019 USA
[4] Univ Oklahoma, Petr & Geol Engn, 202 W Boyd St,Rm 334, Norman, OK 73019 USA
关键词
INDUCED CALCITE PRECIPITATION; GRANULAR-MATERIALS; SIZE DISTRIBUTION; LOESS PLATEAU; SOIL; CEMENTATION; SAND; IMPROVEMENT; BEHAVIOR; ROOTS;
D O I
10.1061/(ASCE)GM.1943-5622.0002239
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
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. (C) 2021 American Society of Civil Engineers.
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页数:13
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