[HTML][HTML] A review of discrete modeling techniques for fracturing processes in discontinuous rock masses
A Lisjak, G Grasselli - Journal of Rock Mechanics and Geotechnical …, 2014 - Elsevier
The goal of this review paper is to provide a summary of selected discrete element and
hybrid finite–discrete element modeling techniques that have emerged in the field of rock …
hybrid finite–discrete element modeling techniques that have emerged in the field of rock …
A review of the current status of induced seismicity monitoring for hydraulic fracturing in unconventional tight oil and gas reservoirs
During the past decades, significant progress has been made in the development of induced
seismicity monitoring for related human activities. Hydraulic fracturing and induced …
seismicity monitoring for related human activities. Hydraulic fracturing and induced …
[HTML][HTML] The Hoek–Brown failure criterion and GSI–2018 edition
E Hoek, ET Brown - Journal of Rock Mechanics and Geotechnical …, 2019 - Elsevier
Abstract The Hoek–Brown criterion was introduced in 1980 to provide input for the design of
underground excavations in rock. The criterion now incorporates both intact rock and …
underground excavations in rock. The criterion now incorporates both intact rock and …
Closed-form equation for estimating unconfined compressive strength of granite from three non-destructive tests using soft computing models
The use of three artificial neural network (ANN)-based models for the prediction of
unconfined compressive strength (UCS) of granite using three non-destructive test …
unconfined compressive strength (UCS) of granite using three non-destructive test …
A case study on large deformation failure mechanism of deep soft rock roadway in **n'An coal mine, China
Large deformation of soft rock roadway has always been a major difficulty in deep mining
practices. This paper describes a case study of the failure mechanisms and stability control …
practices. This paper describes a case study of the failure mechanisms and stability control …
Three-dimensional tunnel face extrusion and reinforcement effects of underground excavations in deep rock masses
W Cai, H Zhu, W Liang - International Journal of Rock Mechanics and …, 2022 - Elsevier
The design experience and the shallow tunnel theory, which emphasize the plane strain
assumption, two-dimensional (2D) strength theory, and indoor or back analysis-based …
assumption, two-dimensional (2D) strength theory, and indoor or back analysis-based …
[HTML][HTML] Machine learning-based classification of rock discontinuity trace: SMOTE oversampling integrated with GBT ensemble learning
This paper presents a hybrid ensemble classifier combined synthetic minority oversampling
technique (SMOTE), random search (RS) hyper-parameters optimization algorithm and …
technique (SMOTE), random search (RS) hyper-parameters optimization algorithm and …
Mohr–Coulomb failure criterion
2 Background Coulomb, in his investigations of retaining walls (Heyman 1972), proposed
the relationship jsj ¼ S0 þ r tan/ ð1Þ where S0 is the inherent shear strength, also known as …
the relationship jsj ¼ S0 þ r tan/ ð1Þ where S0 is the inherent shear strength, also known as …
Assessing the stability of high-level pillars in deeply-buried metal mines stabilized using cemented backfill
K **a, C Chen, X Liu, X Liu, J Yuan, S Dang - International Journal of Rock …, 2023 - Elsevier
Obtaining a reasonable assessment of the stability of high-level pillars stabilized using
cemented backfill is particularly important when designing deeply-buried metal mines. This …
cemented backfill is particularly important when designing deeply-buried metal mines. This …
An efficient reliability method combining adaptive support vector machine and Monte Carlo simulation
To enhance computational efficiency in reliability analysis, metamodeling has been widely
adopted for reliability assessment. This work develops an efficient reliability method which …
adopted for reliability assessment. This work develops an efficient reliability method which …