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Recent advances in 3D slope stability analysis: a detailed review
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 …
factor against failure. Slope failures, in general, cost a lot of money, hinder transportation …
Triggering of rain-induced landslides, with applications in southern Italy
Landslides cause fatalities, widespread damages and economic losses. Quite frequently,
they are triggered by rainfall. Many studies have investigated the relationships between …
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 …
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
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 …
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 …
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 …
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 …
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
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 …
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 …
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 …
obeying generalised Hoek-Brown failure criterion. To solve the problem, a finite element …