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

被引:3
作者
Li, Zechuang [1 ]
Yin, Zhiyi [1 ]
机构
[1] Northeast Forestry Univ, Sch Civil Engn & Transportat, Harbin 150040, Heilongjiang, Peoples R China
关键词
Dispersive soil; Hydraulic erosion; Failure mode; Slope; Rainfall;
D O I
10.1016/j.aej.2024.06.045
中图分类号
T [工业技术];
学科分类号
08 ;
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.
引用
收藏
页码:193 / 210
页数:18
相关论文
共 38 条
[1]   Experimental study of the failure mode and mechanism of loess fill slopes induced by rainfall [J].
Chang, Zhilu ;
Huang, Faming ;
Huang, Jinsong ;
Jiang, Shui-Hua ;
Zhou, Chuangbing ;
Zhu, Li .
ENGINEERING GEOLOGY, 2021, 280
[2]   Field experiment on the spatiotemporal evolution of soil moisture in a rainfall-induced loess landslide: Implications for early warning [J].
Chen, Guan ;
Bian, Shiqiang ;
Ma, Jianhua ;
Meng, Xingmin ;
Shi, Wei ;
Wu, Jie ;
Zhang, Yi ;
Li, Yajun .
JOURNAL OF HYDROLOGY, 2024, 630
[3]   Modeling the effects of topography and slope gradient of an artificially formed slope on runoff, sediment yield, water and soil loss of sandy soil [J].
Chen, Tao ;
Shu, Jisen ;
Han, Liu ;
Tian, Guang ;
Yang, Guoyu ;
Lv, Jinxing .
CATENA, 2022, 212
[4]   A study on the effect of rainfall and slope characteristics on landslide initiation by means of flume tests [J].
Cogan, Jacob ;
Gratchev, Ivan .
LANDSLIDES, 2019, 16 (12) :2369-2379
[5]   Deformation instability mechanism of slope in Fa'er Town, Shuicheng County, Guizhou, China [J].
Dong, Jianhui ;
Qiu, Mao ;
Zhao, Jianjun ;
Li, Haijun ;
Wu, Qihong .
ALEXANDRIA ENGINEERING JOURNAL, 2022, 61 (10) :8289-8295
[6]   Insights into the deformation and failure characteristic of a slope due to excavation through multi-field monitoring: a model test [J].
Fang, Kun ;
Miao, Minghao ;
Tang, Huiming ;
Jia, Shixun ;
Dong, Ao ;
An, Pengju ;
Zhang, Bocheng .
ACTA GEOTECHNICA, 2023, 18 (02) :1001-1024
[7]   Model test on deformation and failure behaviour of arching-type slope under excavation condition [J].
Fang, Kun ;
Miao, Minghao ;
Tang, Huiming ;
Dong, Ao ;
Jia, Shixun ;
An, Pengju ;
Zhang, Bocheng ;
Tu, Jinming .
ENGINEERING GEOLOGY, 2022, 302
[8]   Application of a multi-smartphone measurement system in slope model tests [J].
Fang, Kun ;
An, Pengju ;
Tang, Huiming ;
Tu, Jinming ;
Jia, Shixun ;
Miao, Minghao ;
Dong, Ao .
ENGINEERING GEOLOGY, 2021, 295 (295)
[9]   Instrumented model slopes to investigate the effects of slope inclination on rainfall-induced landslides [J].
Gallage, Chaminda ;
Abeykoon, Tharindu ;
Uchimura, Taro .
SOILS AND FOUNDATIONS, 2021, 61 (01) :160-174
[10]   Model experimental study on the failure mechanisms of a loess-bedrock fill slope induced by rainfall [J].
Guo, Zhiyu ;
Huang, Qiangbing ;
Liu, Yue ;
Wang, Qianqian ;
Chen, Yiping .
ENGINEERING GEOLOGY, 2023, 313