Numerical simulation of Qiaotou Landslide deformation caused by drawdown of the Three Gorges Reservoir, China

Author:

Jiang Jiwei,Ehret Dominik,Xiang Wei,Rohn Joachim,Huang Ling,Yan Shaojun,Bi Renneng

Publisher

Springer Science and Business Media LLC

Subject

Earth-Surface Processes,Geology,Pollution,Soil Science,Water Science and Technology,Environmental Chemistry,Global and Planetary Change

Reference27 articles.

1. Chai C, Yu ZM, Shen ZL, Song XX, Cao XH, Yao Y (2009) Nutrient characteristics in the Yangtze River Estuary and the adjacent East China Sea before and after impoundment of the Three Gorges Dam. Sci Total Environ 407:4687–4695

2. Cui ZQ, Zeng XP (1996) Monograph on bank stability, bank collapse and landslide of the Three Gorges reservoir area, Wuhan: Bureau of Investigation and Survey of Changjiang Water Resource Commission, Ministry of Water Resources. (in Chinese)

3. Deng QL, Zhu ZY, Cui ZQ, Wang XP (2000) Mass rock creep and landsliding on the Huangtupo slope in the reservoir area of the Three Gorges Project, Yangtze River, China. Eng Geol 58:67–83

4. Engineering Geology Committee (2007) Engineering geology manual (the 4th version). China Architecture & Building Press, Beijing (in Chinese)

5. Fredlund DG, Rahardjo H (1993) Soil mechanics for un-saturated soils. John Wiley and Sons, New York

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