Failure pattern of dispersive soil slopes under the action of rainfall conditions

腐蚀 岩土工程 地质学 强度(物理) 阶段(地层学) 航程(航空) 环境科学 土壤科学 地貌学 材料科学 量子力学 物理 古生物学 复合材料
作者
Zechuang Li,Zhiyi Yin
出处
期刊:alexandria engineering journal [Elsevier BV]
卷期号:104: 193-210 被引量:1
标识
DOI:10.1016/j.aej.2024.06.045
摘要

Dispersive soil slopes are widely distributed in Northeast China. To analyze the failure caused by such slopes under various rainfall conditions, section K27 of the road-cutting slope of the Sui-Da Expressway in Heilongjiang Province, China, is considered an example. A 3D slope model was created using the similarity theory and visualized through close-range photogrammetry in a self-made model box. Six model tests were conducted under varying rainfall conditions to investigate the failure modes of dispersive soil slopes. Test results revealed that dispersive soil slopes are subject to two types of failure depending on the rainfall intensity. Slope erosion was divided into three stages by surface random roughness (SRR): initial erosion, constant velocity erosion, and accelerated erosion. Similarity theory suggests that the slope enters the accelerated erosion stage in the actual project when the SRR reaches around 31.95–46.5 cm. Furthermore, the reciprocal of the SRR change rate during the accelerated erosion stage exhibits a linear correlation with time. The time of the slope's complete failure can be estimated when the reciprocal of the SRR change rate is 0 min/cm. The research findings are significant for comprehending the failure process of dispersive soil slopes.
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