Characteristic comparison of seepage-driven and buoyancy-driven landslides in Three Gorges Reservoir area, China

C Zhou, Y Cao, K Yin, E Intrieri, F Catani, L Wu - Engineering Geology, 2022 - Elsevier
Abstract The Three Gorges Hydropower Station is the largest hydropower station worldwide
with the impoundment of the 660-km long reservoir. More than 500 landslides have been …

[HTML][HTML] Reservoir-induced landslides and risk control in Three Gorges Project on Yangtze River, China

Y Yin, B Huang, W Wang, Y Wei, X Ma, F Ma… - Journal of Rock …, 2016 - Elsevier
Abstract The Three Gorges region in China was basically a geohazard-prone area prior to
construction of the Three Gorges Reservoir (TGR). After construction of the TGR, the water …

A review on soil–structure interaction analysis of laterally loaded piles

PE Kavitha, KS Beena, KP Narayanan - Innovative Infrastructure Solutions, 2016 - Springer
Soil–structure interaction plays an important role in the behavior of structure under static or
dynamic loading. It influences the behavior of soil, as well as the response of pile under …

Transparent soil model test of a landslide with umbrella-shaped anchors and different slope angles in response to rapid drawdown

C Zhou, W Ma, W Sui - Engineering Geology, 2022 - Elsevier
Umbrella-shaped anchors, as new stabilizing structures, have been increasingly adopted in
engineering practice due to their simple structure, ease of installation, and high load …

Influence of filling–drawdown cycles of the Vajont reservoir on Mt. Toc slope stability

P Paronuzzi, E Rigo, A Bolla - Geomorphology, 2013 - Elsevier
In the present work, the 1963 Vajont landslide has been back-analyzed in detail to examine
the influence of reservoir operations (filling and drawdown) on Mt. Toc slope stability. The …

Time-dependent reliability analysis of unsaturated slopes under rapid drawdown with intelligent surrogate models

C Guardiani, E Soranzo, W Wu - Acta Geotechnica, 2022 - Springer
Slope stability in reservoirs depends on time-dependent triggering factors such as
fluctuations of the groundwater level and precipitation. This paper assesses the stability of …

A loess landslide induced by excavation and rainfall

JJ Wang, Y Liang, HP Zhang, Y Wu, X Lin - Landslides, 2014 - Springer
The initiation of loess landslides is a common engineering problem during the construction
of the expressway or other engineering works in the Loess Plateau of China. The engineers …

Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage

M Huang, CQ Jia - Computers and Geotechnics, 2009 - Elsevier
The instability of soil slopes induced by the fluctuation of water level or rainfall has received
much attention in the literature recently and the failure mechanism is closely related to the …

Investigation of stability of slopes under drawdown conditions

MM Berilgen - Computers and Geotechnics, 2007 - Elsevier
Because of the rapid drawdown there will be a decrease in the slope stability which might
lead to instability in slopes that do not have sufficient level of safety against failure. This …

[引用][C] 有限元极限分析法发展及其在岩土工程中的应用

郑颖人, 赵尚毅, 邓楚键, 刘明维, 唐晓松, 张黎明 - 中国工程科学, 2006