Experimental Study on the Mobility of Channelized Granular Mass Flow

• Published in: Acta geologica Sinica (Beijing) 2016-06, Vol.90 (3), p.988-998
• Main Authors: Gongdan, ZHOU, WRIGHT, Nigel G., Qicheng, SUN, Qipeng, CAI
• Format: Article
• Language: English
• Subjects: channel confinement; Channels; Confinement; fine particle; flow mass; Flumes; granular mass flow; Granular materials; Mass flow; Mathematical models; mobility; Moisture content; Sand; water content; 信道化; 实验测试; 水槽模型试验; 流动实验; 质量流量; 颗粒尺寸效应; 颗粒材料; 颗粒质量
• ISSN: 1000-9515; 1755-6724
• DOI: 10.1111/1755-6724.12739

Granular mass flows （e.g., debris flows/avalanches） in landslide-prone areas are of great concern because they often cause catastrophic disasters as a result of their long run-out distances and large impact forces. To investigate the factors influencing granular mass flow mobility, experimental tests were conducted in a flume model. Granular materials consisting of homogeneous sand and non- homogeneous sandy soil were used for studying particle size effects. Run-out tests with variable flow masses, water contents, and sloping channel confinement parameters were conducted as well. The results indicated that granular mass flow mobility was significantly influenced by the initial water content; a critical water content corresponding to the smallest flow mobility exists for different granular materials. An increase in the total flow mass generally induced a reduction in the travel angle （an increase in flow mobility）. Consistent with field observations, the travel angles for different granular materials decreased roughly in proportion to the logarithm of mass. The flume model tests illustrate that the measured travel angles increase as the proportion of fine particles increases. Interestingly, natural terrain possesses critical confinement characteristics for different granular mass flows.