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Analog modeling of sand slope stability with different precipitation conditions 被引量:1

Analog modeling of sand slope stability with different precipitation conditions
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摘要 Water–sand flow triggered by rainfall is the dominant mechanism for instability and failure of sand slopes. To further analyze the stability state of sand on a slope under different rainfall conditions, the initiation conditions and flow characteristics of water–sand flows are studied. Based on the theory of equilibrium forces and hydrological dynamics, a 1:100-scale analog model is built and verified with field observation data. The results indicate three dynamic stabilization stages of the sand slope under different weather conditions: dry sand, wet sand, and water–sand flow. Water–sand flows are triggered easily under short duration and heavy rainfall conditions. The rainfall threshold required to initiate water–sand flow is 4.14 mm/h. Rainfall amount and duration required to initiate water–sand flow decrease with fine sand content increasing. A sand head that develops at the front of the water–sand flow results in a flow along the edge of the sand debris flow and a "tree root'' flow morphology. Modeling results are consistent with theoretical analysis and field observations. Water–sand flow triggered by rainfall is the dominant mechanism for instability and failure of sand slopes. To further analyze the stability state of sand on a slope under different rainfall conditions, the initiation conditions and flow characteristics of water–sand flows are studied. Based on the theory of equilibrium forces and hydrological dynamics, a 1:100-scale analog model is built and verified with field observation data. The results indicate three dynamic stabilization stages of the sand slope under different weather conditions: dry sand, wet sand, and water–sand flow. Water–sand flows are triggered easily under short duration and heavy rainfall conditions. The rainfall threshold required to initiate water–sand flow is 4.14 mm/h. Rainfall amount and duration required to initiate water–sand flow decrease with fine sand content increasing. A sand head that develops at the front of the water–sand flow results in a flow along the edge of the sand debris flow and a ‘‘tree root’’ flow morphology. Modeling results are consistent with theoretical analysis and field observations.
出处 《Journal of Modern Transportation》 2018年第3期200-208,共9页 现代交通学报(英文版)
基金 supported by the National Natural Science Foundation of China (NSFC) (Grants Nos. 41662020 and 41462012)
关键词 斜坡稳定性 降水条件 流动特征 降雨条件 建模 模拟 持续时间 不稳定性 Precipitation Analog modeling Sand slope Water–sand flow Stability
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