[HTML][HTML] Implications for rock instability precursors and principal stress direction from rock acoustic experiments

L Dong, Y Chen, D Sun, Y Zhang - International Journal of Mining Science …, 2021 - Elsevier
The characteristics of rock instability precursors and the principal stress direction are very
crucial for the prevention of geological disasters. This study investigated the qualitative …

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 …

Design equation for stability of shallow unlined circular tunnels in Hoek-Brown rock masses

S Keawsawasvong, B Ukritchon - Bulletin of Engineering Geology and the …, 2020 - Springer
Safety assessment is one critical issue for constructions of tunnels and requires a reliable
and accurate stability analysis. At present, a large number of researches in stability analyses …

Stability of unlined square tunnels in Hoek-Brown rock masses based on lower bound analysis

B Ukritchon, S Keawsawasvong - Computers and Geotechnics, 2019 - Elsevier
In this paper, the lower bound (LB) finite element limit analysis in conjunction with
semidefinite programming (SDP) is developed and employed to investigate the stability of …

Three-dimensional lower bound finite element limit analysis of Hoek-Brown material using semidefinite programming

B Ukritchon, S Keawsawasvong - Computers and Geotechnics, 2018 - Elsevier
A reliable and accurate stability analysis in Hoek-Brown rock masses under fully three-
dimensional geometries requires an efficient and powerful computational method. This …

Limit equilibrium method for rock slope stability analysis by using the Generalized Hoek–Brown criterion

D Dong-ping, L Liang, W Jian-feng… - International Journal of …, 2016 - Elsevier
Predicting the stability of rock slopes is a classic problem for geotechnical engineers and is
crucial when designing dams, roads, tunnels, and other engineering structures. 1 It has …

Seismic bearing capacity of strip footing placed on sand layer over Hoek–Brown Media using finite element limit analysis and machine learning approach

N Hataf, M Beygi - Transportation Infrastructure Geotechnology, 2024 - Springer
Bearing capacity of the foundation may be affected by the thickness of a rigid base such as
rock. Earthquake conditions have a considerable impact on the bearing capacity. In the …

Bearing capacity of strip footing on rock under inclined and eccentric load using the generalized Hoek-Brown criterion

O Chihi, Z Saada - European Journal of Environmental and Civil …, 2022 - Taylor & Francis
The bearing capacity of shallow foundations on rocks under inclined and eccentric loads is
investigated using the kinematic approach of limit analysis theory. The study focuses on …

[HTML][HTML] Mechanical properties and failure behavior of dry and water-saturated foliated phyllite under uniaxial compression

G Wen, J Hu, Y Wu, ZX Zhang, X Xu, R Xiang - Materials, 2022 - mdpi.com
Phyllite is widely distributed in nature, and it deserves to be studied considering rock
engineering applications. In this study, uniaxial compression tests were conducted on …

Explicit analysis of the anisotropic characteristics and prediction of the failure behavior of complicated jointed rock masses under triaxial stress

Q Zhu, Q Chen, N Jiang, Y Hu, J Zhou - Bulletin of Engineering Geology …, 2025 - Springer
The mechanical performance of a rock mass is crucial for rock engineering, where the
anisotropic characteristics of geotechnical defects, such as joints, cause the strength or …