Shale brittleness evaluation based on energy balance analysis of stress-strain curves

IR Kivi, M Ameri, H Molladavoodi - Journal of Petroleum Science and …, 2018 - Elsevier
Brittleness is a key mechanical characteristic of rock and critical to various engineering
practices particularly to design efficient fracturing stimulation of unconventional shale gas …

Application and prospect of hard rock TBM for deep roadway construction in coal mines

X Huang, Q Liu, K Shi, Y Pan, J Liu - Tunnelling and Underground Space …, 2018 - Elsevier
With increasing coal mining intensity, the number, length and depth of coal mine roadways
is increasing drastically, the traditional drill-&-blast method and comprehensive mechanized …

Correlation between the rockburst proneness and friction characteristics of rock materials and a new method for rockburst proneness prediction: field demonstration

M He, Z Zhang, J Zhu, N Li, G Li, Y Chen - Journal of Petroleum Science …, 2021 - Elsevier
Prediction of the rockburst proneness of rock in the field is an important problem in rockburst
research. In this paper, the analytical relationship between the strength ratio (the ratio of the …

[HTML][HTML] A post-peak dilatancy model for soft rock and its application in deep tunnel excavation

W Cai, H Zhu, W Liang, X Wang, C Su, X Wei - Journal of Rock Mechanics …, 2023 - Elsevier
The dilation angle is the most commonly used parameter to study nonlinear post-peak
dilatancy (PPD) behavior and simulate surrounding rock deformation; however, simplified or …

Size effect and anisotropy in a transversely isotropic rock under compressive conditions

K Li, ZY Yin, D Han, X Fan, R Cao, H Lin - Rock Mechanics and Rock …, 2021 - Springer
A series of uniaxial and triaxial compression tests were performed on slate samples with
different diameters at different foliation orientations with respect to the direction of the major …

Effect of prestressed anchorage system on mechanical behavior of squeezed soft rock in large-deformation tunnel

W Yu, B Wang, X Zi, X Guo, Z Wang - Tunnelling and Underground Space …, 2023 - Elsevier
Active support with the prestressed anchorage system as the core can improve the physical
and mechanical properties of a squeezed large-deformation tunnel by increasing the …

A study on Bonded Block Model (BBM) complexity for simulation of laboratory-scale stress-strain behavior in granitic rocks

S Sinha, G Walton - Computers and Geotechnics, 2020 - Elsevier
The emergent macroscopic behaviors of Bonded Block Models (BBM) are governed largely
by the properties assigned to their three components–blocks, contacts and zones (blocks …

A New Perspective on the Constant mi of the Hoek–Brown Failure Criterion and a New Model for Determining the Residual Strength of Rock

M He, Z Zhang, J Zheng, F Chen, N Li - Rock Mechanics and Rock …, 2020 - Springer
The constant mi is a fundamental parameter required in the Hoek–Brown (H–B) failure
criterion for estimating rock strength. Triaxial tests for the calculation of this constant are time …

Post-yield strength and dilatancy evolution across the brittle–ductile transition in Indiana limestone

G Walton, A Hedayat, E Kim, D Labrie - Rock Mechanics and Rock …, 2017 - Springer
An extensive uniaxial and triaxial compression testing programme was performed on
Indiana Limestone to assess its behaviour across the brittle–ductile transition. Particular …

Triaxial strength and deformability of intact and increasingly jointed granite samples

LR Alejano, J Arzúa, N Bozorgzadeh… - International Journal of …, 2017 - Elsevier
Triaxial strength tests were performed on artificially jointed standard-size granite specimens
with two sub-vertical and three sub-horizontal (2+ 3) joints. A fully servo-controlled press …