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contributor authorYang Xiao
contributor authorGuoliang Ma
contributor authorHuanran Wu
contributor authorHuaming Lu
contributor authorMusharraf Zaman
date accessioned2022-05-07T21:08:06Z
date available2022-05-07T21:08:06Z
date issued2022-1-1
identifier other(ASCE)GM.1943-5622.0002239.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283365
description abstractMicrobially 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.
publisherASCE
titleRainfall-Induced Erosion of Biocemented Graded Slopes
typeJournal Paper
journal volume22
journal issue1
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002239
journal fristpage04021256
journal lastpage04021256-13
page13
treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001
contenttypeFulltext


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