Experimental study on response law and failure process of slopes in fully weathered granites under precipitation infiltration

• Published in: Environmental earth sciences Vol. 80; no. 20
• Main Authors: Qi, Xin, Li, QingHua, Jiao, YuYong, Tan, Fei
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.10.2021; Springer Nature B.V
• Subjects: Atmospheric precipitations; Biogeosciences; Cracks; Criteria; Deformation; Disasters; Earth and Environmental Science; Earth Sciences; Environmental Science and Engineering; Failure; Geochemistry; Geology; Granite; Gullies; Hydrology/Water Resources; Hydrostatic pressure; Infiltration; Landslides; Moisture content; Original Article; Physical simulation; Pore pressure; Pore water; Pore water pressure; Precipitation; Rain; Rainfall; Rainfall intensity; Rainfall simulators; Similarity; Slopes; Soil; Soils; Terrestrial Pollution; Water content; Water pressure; Precipitation-induced landslide; Matrix suction; Fully weathered granite; Precipitation infiltration; Weber similarity criterion
• ISSN: 1866-6280; 1866-6299
• DOI: 10.1007/s12665-021-09995-8

To investigate the response law and failure process of slopes in fully weathered granites under precipitation infiltration, a typical fully weathered granite slope is selected for sampling in South China. The physical simulation experimental study of rainfall-induced landslide is conducted, in which Weber criterion is used as the similarity criterion for precipitation. The research results reveal that under precipitation infiltration, the fully weathered granite slope responds quickly. Further, the water content increases sharply, and the matrix suction quickly dissipates. After dissipation, the matrix suction transforms into pore water pressure, which accelerates the deformation of the slope. The wet peak has a large infiltration depth in the slope, and the acceleration of the deep part is lower than that of the shallow part. Under the action of precipitation, the fully weathered granite model undergoes four stages of failure. Firstly, gullies and cracks appear; secondly, cracks propagate and link up; then, the soil on the slope surface swells and ruptures; and finally, the slope slides locally until the entire slope creeps, collapses, and transforms into a “soil flow”. It shows that the landslide will be triggered in fully weathered granite slope by precipitation when the precipitation intensity comes up to 155 mm/d, and the landslide occurs at an accumulated precipitation of 304 mm based on the analysis of precipitation similarity. Overall, the results can provide a reliable theoretical basis and abundant experimental data for the prevention, monitoring, and forecasting of geological disasters in granitic areas.