Review and Prospect of the Formation Mechanism of Landslide Dams Caused by Landslide and Avalanche Debris

被引:0
|
作者
Zheng H. [1 ]
Shi Z. [1 ]
Peng M. [1 ]
Zhou Y. [1 ]
机构
[1] Key Lab. of Geotechnical and Underground Eng. of Ministry of Education, Tongji Univ., Shanghai
来源
Peng, Ming (pengming@tongji.edu.cn) | 1600年 / Sichuan University卷 / 52期
关键词
Collision and fragmentation; Landslide and avalanche debris; Landslide dam; Landslide dam formation feature; Landslide dam stability;
D O I
10.15961/j.jsuese.201900946
中图分类号
学科分类号
摘要
Landslide dams are natural dams, which are formed where rivers are blocked by avalanches, landslides, and debris flows. China is a high incidence area of landslide dam disasters. According to the statistics, among the cases of landslide dam in the world, 758 cases occurred in China, accounting for 59%. In recent years, frequent geological tectonic activities and extreme climate disasters (typhoons, rainstorms, snow melting, etc.) have induced a large number of landslide dams, which significantly threaten the lives and properties of upstream and downstream people. The landslide dams caused by landslide or avalanche debris normally have loose structure, poor stability, high breach size and fast breaching velocity, leading to huge breaching flood and catastrophic disaster to the downstream areas. This paper first briefly reviewed the blocking studies of generic landslide dam, and clarified the formation characteristics of landslide dam caused by avalanche and debris. Then, the movement and fragmentation mechanism of debris body and the blocking mechanism of debris body were analyzed, the characteristics of particle separation and accumulation in the process of dam formation were specifically summarized. On this basis, the effects of particle fragmentation and geological conditions on the morphological characteristics, material compositions and dam stability were confirmed with less previous studies. There were usually three dam-forming modes: sliding type, climbing type and reentry type. There were significant differences in the stabilities of different types of dams. The stability of landslide dams was closely related to the dam characteristics (geometric shape, dam structure and material composition) which were jointly determined by the debris colliding and disintegrating during sliding and solid-liquid coupled interacting during debris rushing into river. A research idea was put forward to reveal the internal relationships between the influencing factors of dam formation and the spatial shape, structural characteristics and stability of dams, so as to establish a prediction model of dam characteristics based on the rapid evaluation of dam stability. This research was meaningful in both academic and practical phases to predict the key parameters of landslide dams before its formation, and rapidly assess the landslide dam stability after its formation. © 2020, Editorial Department of Advanced Engineering Sciences. All right reserved.
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页码:19 / 28
页数:9
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  • [21] Chai H., Liu H., Zhang Z., Study on the categories of landslide-damming of rivers and their characteristics, Journal of Chengdu University of Technology, 25, 3, pp. 411-416, (1998)
  • [22] Chai H., Liu H., Zhang Z., The temporal- soatial distribution of damming landslide in China, Chinese Journal of Mountain Science, 18, 9, pp. 51-54, (2000)
  • [23] Wang S., Tong L., Susceptibility assessment of landslide-damming based on valley transverse profile morphological characteristics, Chinese Geography and Geo-Information Science, 32, 5, pp. 97-102, (2016)
  • [24] Fan X., Huang R., Qiao J., Et al., Horizontal movement distances of no-blocking landslide and blocking river assessment, Chinese Hydrogeology and Engineering Geology, 41, 1, pp. 128-133, (2014)
  • [25] Hu X., Huang R., Shi Y., Et al., Analysis of blocking river mechanism of Tangjiashan landslide and dam-breaking mode of its barrier dam, Chinese Journal of Rock Mechanics and Engineering, 28, 1, pp. 181-189, (2009)
  • [26] Huang R., Wang Y., Dong X., The 6th August 2009 field urgent investigation on the geohazard of the rock fall damming in Houziyan,Shunhe,Hanyuan,Sichuan, Chinese Journal of Engineering Geology, 17, 4, pp. 445-448, (2009)
  • [27] Ge Y., Chen X., Fang H., Et al., Study on the disaster of Dadu River block induced by the rock fall occurred at Hanyuan County on August 6th,2009, Chinese Journal of Mountain Science, 28, 1, pp. 123-128, (2010)
  • [28] Bai Y., Ni H., Wang Y., Et al., Engineering geological characteristics and motor process of Caishu landslide in Xide of Sichuan,China, Chinese Journal of Mountain Science, 32, 3, pp. 327-335, (2014)
  • [29] Cui Y., Deng J., Dai F., Et al., Causes analysis of ancient landslides based on the landscape and kinematical characteristics, Journal of Sichuan University(Engineering Science Edition), 47, 1, pp. 71-78, (2015)
  • [30] Scheidegger A.E., On the prediction of the reach and velocity of catastrophic landslides, Rock Mechanics and Rock Engineering, 5, 4, pp. 231-236, (1973)