Mechanisms involved in triggering debris flows, within a cohesive gravel soil mass on a slope： a case in SW China

• Published in: Journal of mountain science 2017-04, Vol.14 (4), p.611-620
• Main Authors: Chen, Ning-sheng, Zhu, Yun-hua, Huang, Qi, Iqbal, Javed, Deng, Ming-feng, He, Na
• Format: Article
• Language: English
• Subjects: Cohesion; Debris flow; Detritus; Earth and Environmental Science; Earth Sciences; Ecology; Environment; Geography; Gravel; Gullies; Kinetic energy; Landslides & mudslides; Pore water; Rain; Rainfall infiltration; Sand & gravel; Soil creep; Soil erosion; Soil strength; Soils; Water pressure; 中国西南部; 土体抗力; 土壤强度; 引发; 机制; 泥石流灾害; 砾石; 粘性
• ISSN: 1672-6316; 1993-0321; 1008-2786
• DOI: 10.1007/s11629-016-3882-x

The triggering mechanisms of debris flows were explored in the field using artificial rainfall experiments in two gullies, Dawazi Gully and Aizi Gully, in Yunnan and Sichuan Provinces, China, respectively. The soils at both sites are bare, loose and cohesive gravel-dominated. The results of a direct shear test, rheological test and back-analysis using soil mass stability calculations indicate that the mechanisms responsible for triggering debris flows involved the decreases in static and dynamic resistance of the soil. The triggering processes can be divided into 7 stages： rainfall infiltration, generation of excess runoff, high pore water pressure, surface erosion, soil creep, soil slipping, debris flow triggering and debris flow increment. In addition, two critical steps are evident： （i） During the process of the soil mass changing from a static to a mobile state, its cohesion decreased sharply （e.g., the cohesion of the soil mass in Dawazi Gully decreased from 0.520 to 0.090 kPa, a decrease of 83%）. This would have reduced the soil strength and the kinetic energy during slipping, eventually triggered the debris flow. （ii） When the soil mass began to slip, the velocity and the volume increment of the debris flow fluctuated as a result of the interaction of soil resistance and the sliding force. The displaced soil mass from the source area of the slope resulted in the deposition of a volume of soil more than 7 - 8 times greater than that in the source area.