A novel method to evaluate the time-dependent stability of reservoir landslides: exemplified by Outang landslide in the Three Gorges Reservoir
Z Zou, T Luo, S Zhang, H Duan, S Li, J Wang, Y Deng… - Landslides, 2023 - Springer
Under the effect of long-term periodic fluctuation of reservoir water level, reservoir landslide
deforms continuously and the mechanical strength of slip zone varies accordingly, resulting …
deforms continuously and the mechanical strength of slip zone varies accordingly, resulting …
Analysis of an excavation-induced landslide in stiff clay using the material point method
A Troncone, L Pugliese, E Conte - Engineering Geology, 2022 - Elsevier
The results of an analysis concerning a landslide occurred in Calabria (Southern Italy) in
2014 are presented. This landslide was triggered by some excavations carried out at the …
2014 are presented. This landslide was triggered by some excavations carried out at the …
3D numerical modeling using smoothed particle hydrodynamics of flow-like landslide propagation triggered by the 2008 Wenchuan earthquake
The extremely strong Wenchuan earthquake triggered thousands of landslides in Sichuan
Province, China. Flow-like landslides, such as the Tangjiashan, Wangjiayan, and …
Province, China. Flow-like landslides, such as the Tangjiashan, Wangjiayan, and …
Post-failure stage simulation of a landslide using the material point method
E Conte, L Pugliese, A Troncone - Engineering Geology, 2019 - Elsevier
Traditional numerical methods such as the finite element method are usually used to
analyse the slope response in the pre-failure and failure stages under the assumption of …
analyse the slope response in the pre-failure and failure stages under the assumption of …
Dynamic assessment of slope stability based on multi‐source monitoring data and ensemble learning approaches: A case study of Jiuxianping landslide
W Xu, Y Kang, L Chen, L Wang, C Qin… - Geological …, 2023 - Wiley Online Library
Accurate assessment of slope stability is the most important task in geological disaster
prevention and control. This study developed an ensemble learning approach based on …
prevention and control. This study developed an ensemble learning approach based on …
A case study and implication: particle finite element modelling of the 2010 Saint-Jude sensitive clay landslide
Modelling of landslides in sensitive clays has long been recognised as a challenge. The
strength reduction of sensitive clays when undergoing plastic deformation makes the failure …
strength reduction of sensitive clays when undergoing plastic deformation makes the failure …
Run-out of landslides in brittle soils
One of the factors causing the acceleration of landslides is the loss of strength of the soil
involved in the potential unstable mechanism. The travelled distance and the landslide …
involved in the potential unstable mechanism. The travelled distance and the landslide …
A landslide forecasting model using ground based SAR data: The Portalet case study
G Herrera, JA Fernández-Merodo, J Mulas, M Pastor… - Engineering …, 2009 - Elsevier
This paper presents a kinematic study of the Portalet landslide (Sallent de Gállego, Central
Spanish Pyrenees), which was triggered by the construction of a big parking area at the toe …
Spanish Pyrenees), which was triggered by the construction of a big parking area at the toe …
Large deformation finite-element simulation of displacement-pile installation experiments in sand
ZX Yang, YY Gao, RJ Jardine, WB Guo… - Journal of Geotechnical …, 2020 - ascelibrary.org
Displacement piles are driven to support a wide range of structures. Predicting their axial
limiting capacities and load-displacement behavior is critical to many such engineering …
limiting capacities and load-displacement behavior is critical to many such engineering …
Influence of swelling behavior on the stability of an infinite unsaturated expansive soil slope
S Qi, SK Vanapalli - Computers and Geotechnics, 2016 - Elsevier
The influence of the stress regime change and associated softening can be significant on
unsaturated expansive soil slope stability due to soil swelling upon wetting, which cannot be …
unsaturated expansive soil slope stability due to soil swelling upon wetting, which cannot be …