Recent advances in 3D slope stability analysis: a detailed review

S Kumar, SS Choudhary, A Burman - Modeling Earth Systems and …, 2023 - Springer
Regarding the geotechnical aspects, it is very important to correctly estimate a slope's safety
factor against failure. Slope failures, in general, cost a lot of money, hinder transportation …

Triggering of rain-induced landslides, with applications in southern Italy

A D'Ippolito, V Lupiano, V Rago, OG Terranova… - Water, 2023 - mdpi.com
Landslides cause fatalities, widespread damages and economic losses. Quite frequently,
they are triggered by rainfall. Many studies have investigated the relationships between …

Investigation of rock slope stability using a 3D nonlinear strength-reduction numerical manifold method

Y Yang, Y **a, H Zheng, Z Liu - Engineering Geology, 2021 - Elsevier
Due to rock masses' nonlinear failure property, it is inappropriate to investigate the stability
of rock slopes using the traditional SRM (strength reduction method) which is based on the …

[HTML][HTML] A failure criterion for shale considering the anisotropy and hydration based on the shear slide failure model

Q Zhang, B Yao, X Fan, Y Li, N Fantuzzi, T Ma… - International Journal of …, 2023 - Elsevier
A failure criterion fully considering the anisotropy and hydration of shale is essential for
shale formation stability evaluation. Thus, a novel failure criterion for hydration shale is …

Effects of desiccation cracks and vegetation on the shallow stability of a red clay cut slope under rainfall infiltration

QF Gao, L Zeng, ZN Shi - Computers and Geotechnics, 2021 - Elsevier
Red clay, an easily cracking lateritic soil, is extensively distributed in southern China.
Cracked red clay slopes often show shallow failures under rainfall, which is challenging to …

Application of artificial neural networks for predicting the stability of rectangular tunnels in Hoek–Brown rock masses

S Keawsawasvong, S Seehavong… - Frontiers in Built …, 2022 - frontiersin.org
An artificial neural network (ANN) model for predicting the stability of rectangular tunnels in
rock masses based on the Hoek–Brown (HB) failure criterion is presented in this study …

A strength reduction method based on the Generalized Hoek-Brown (GHB) criterion for rock slope stability analysis

Y Wei, L Jiaxin, L Zonghong, W Wei… - Computers and …, 2020 - Elsevier
The strength reduction method (SRM) combining with the Generalized Hoek-Brown (GHB)
criterion has become a widely used means to assess the stability of rock slopes. Therefore …

Simulating the entire progressive failure process of rock slopes using the combined finite-discrete element method

L Sun, Q Liu, A Abdelaziz, X Tang… - Computers and …, 2022 - Elsevier
This paper presents a novel approach (Y-slope) to simulate entire slope failure processes,
from initiation, transport to deposition. The algorithm is implemented in a combined finite …

Numerical estimate of critical failure surface of slope by ordinary state-based peridynamic plastic model

T Zhang, JZ Zhang - Engineering Failure Analysis, 2022 - Elsevier
In this paper, two-dimensional ordinary state-based peridynamic (OSB-PD) plastic model is
coupled mechanically with the Drucker-Prager (DP) criterion, aiming at numerically …

Stability of unsupported conical slopes in Hoek-Brown rock masses

W Yodsomjai, S Keawsawasvong… - Transportation …, 2021 - Springer
This paper presents new plasticity stability solutions of unsupported conical rock slopes,
obeying generalised Hoek-Brown failure criterion. To solve the problem, a finite element …