Development Characteristics and River-blocking Mechanism of a Mega-landslide in the Upper Reach of Jinsha River

WANG Jia-zhu, REN Guang-ming, GE Hua

Journal of Changjiang River Scientific Research Institute ›› 2019, Vol. 36 ›› Issue (2) : 46-51.

PDF(3491 KB)
PDF(3491 KB)
Journal of Changjiang River Scientific Research Institute ›› 2019, Vol. 36 ›› Issue (2) : 46-51. DOI: 10.11988/ckyyb.20171017
ENGINEERING SAFETY AND DISASTER PREVENTION

Development Characteristics and River-blocking Mechanism of a Mega-landslide in the Upper Reach of Jinsha River

  • WANG Jia-zhu1, REN Guang-ming2, GE Hua1
Author information +
History +

Abstract

The secondary geological disasters induced by densely-developed landslides in the upstream of Jinsha River have severely threatened people’s livelihood and property security and the construction of reservoirs in the drainage basin. At present, however, river-blocking landslides in the Jinsha River basin, in particular, the mechanism of river blocking is rarely reported. In this paper, the development characteristics and river-blocking mechanism of a mega-landslide in the upstream of Jinsha River are investigated via drilling exploration and numerical simulation based on in-situ geological survey. Study results show that the bedrock landslide was developed on consequent and steep slope dominated by mica-quartz schist. With a total volume of 60 million m3, the landslide had blocked the Jinsha River severely, displaying an evident chair shape. The river-blocking mechanism is summarized as follows: high-speed sliding of bedding slope → collision and accumulation of front edge → pushing by the trailing edge → consolidation until damming → complete blocking of the river.

Key words

mega-landslide / landslide development / river-blocking characteristics / river-blocking mechanism / upper reach of Jinsha River

Cite this article

Download Citations
WANG Jia-zhu, REN Guang-ming, GE Hua. Development Characteristics and River-blocking Mechanism of a Mega-landslide in the Upper Reach of Jinsha River[J]. Journal of Changjiang River Scientific Research Institute. 2019, 36(2): 46-51 https://doi.org/10.11988/ckyyb.20171017

References

[1] BROOKS G R, HICKIN E J. Debris Avalanches Impoundments of Squamish River, Mount Caylaey Area, Southwestern British Cohembia[J].Canadian of Earth Science, 1991,51(2):129-140.
[2] JENNINGS D A, WEBBY M G, PARLIN D T. Tunawaea Landslide Dam, King Country, New Zealand[J].Landslide, 1991:1445-1452.
[3] PICARD M D. Cannon Landslide-dam, the Abruzzi, East-central Italy[J].Journal of Geological Education,1991,39(5):428-431.
[4] DONG Jia-jyun,TUNG Yu-hsiang,CHEN Chien-chih.Discriminant Analysis of the Geomorphic Characteristics and Stability of Landslide Dams[J].Geomorphology, 2009, 110(3/4): 162-171.
[5] STEFANELLI C T, SEGONI S, CASAGLI N, et al. Geomorphic Indexing of Landslide Dams Evolution[J].Engineering Geology, 2016, 208: 1-10.
[6] 卢螽猷.滑坡堵江的基本类型、特征和对策[C] ∥滑坡文集.北京:中国铁道出版社,1988:106-117.
[7] 柴贺军,刘汉超.岷江上游多级多期崩滑堵江事件初步研究[J] .山地学报,2002,20(5):616-620.
[8] 柴贺军,刘汉超,张倬元.中国滑坡堵江的类型及其特点[J] .成都理工学院学报,1998,25(3):60-65.
[9] 胡卸文,黄润秋,朱海勇,等.唐家山堰塞湖库区马铃岩滑坡地震复活效应及其稳定性研究[J] .岩石力学与工程学报,2009,28(6):1270-1278.
[10] 徐文杰,陈祖煜,何秉顺,等.肖家桥滑坡堵江机制及灾害链效应研究[J] .岩石力学与工程学报,2010,29(5):933-942.
[11] 陈 超,任光明,吴龙科,等.西南某水电站库区古滑坡堵江成因及变形破坏机理研究[J] .长江科学院院报,2016,33(6):94-98.
[12] 陈 语,李天斌,魏永幸,等.沟谷型滑坡灾害链成灾机制及堵江危险性判别方法[J] .岩石力学与工程学报,2016,35(增2):4073-4081.
[13] 任光明,夏 敏,李 果,等.陡倾顺层岩质斜坡倾倒变形破坏特征研究[J] .岩石力学与工程学报,2009,28(增1):3193-3200.
[14] 周必凡,李德基,罗德富,等.泥石流防治指南[M] .北京:科学出版社,1991.
[15] 李 磊,任光明,曹文广,等.边坡地震响应的动力有限元分析[J] .长江科学院院报,2010,27(5):53-57.
[16] 黄诗渊,刘 健,李书杰,等.地震作用下边坡平台对边坡的动力响应及失稳破坏影响分析[J] .长江科学院院报,2015,32(7):70-76.
PDF(3491 KB)

Accesses

Citation

Detail

Sections
Recommended

/