[HTML][HTML] Challenges associated with numerical back analysis in rock mechanics

G Walton, S Sinha - Journal of Rock Mechanics and Geotechnical …, 2022 - Elsevier
Numerical back analysis is a valuable tool available to rock mechanics researchers and
practitioners. Recent studies related to back analysis methods focused primarily on …

[HTML][HTML] Predicting excavation damage zone depths in brittle rocks

MA Perras, MS Diederichs - Journal of Rock Mechanics and Geotechnical …, 2016 - Elsevier
During the construction of an underground excavation, damage occurs in the surrounding
rock mass due in large part to stress changes. While the predicted damage extent impacts …

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 …

Joint opening or hydroshearing? Analyzing a fracture zone stimulation at Fenton Hill

AP Rinaldi, J Rutqvist - Geothermics, 2019 - Elsevier
In this study, we analyze a deep hydraulic stimulation of a fracture zone that was conducted
as part of the classical Fenton Hill Hot Dry Rock Program in the 1970s. At the time, it was …

A study of rock pillar behaviors in laboratory and in-situ scales using combined finite-discrete element method models

X Li, E Kim, G Walton - International Journal of Rock Mechanics and Mining …, 2019 - Elsevier
With advances in numerical modeling techniques, the combined finite-discrete-element-
method (FDEM) is increasingly being used to study the mechanical behavior and failure …

Elastoplastic semi-analytical investigation on a deep circular tunnel incorporating generalized Zhang–Zhu rock mass strength

C Su, W Cai, H Zhu - Computers and Geotechnics, 2022 - Elsevier
The semi-analytical method based on finite difference method is widely used in the study of
the mechanical response of surrounding rocks in a circular tunnel. The core of the three …

Elastic–plastic response of a deep tunnel excavated in 3D Hoek–Brown rock mass considering different approaches for obtaining the out-of-plane stress

W Cai, C Su, H Zhu, W Liang, Y Ma, J Xu… - International Journal of …, 2023 - Elsevier
The difficulty in the 3D analysis of a circular tunnel excavation lies in the selection of a
reasonable softening equation for the out-of-plane stress (σ z) in the plastic zone. This study …

A numerical investigation into floor buckling mechanisms in underground coal mine roadways

S Mo, P Sheffield, P Corbett, HL Ramandi, J Oh… - … and underground space …, 2020 - Elsevier
Excessive floor deformation in underground coal mines, known as floor heave, can cause
production delays and thus financial losses. This paper presents parametric studies using …

Investigation of pillar damage mechanisms and rock-support interaction using Bonded Block Models

S Sinha, G Walton - International Journal of Rock Mechanics and Mining …, 2021 - Elsevier
Abstract In this study, Bonded Block Models (BBMs) are used to investigate the pillar
damage mechanisms and rock-support interaction in massive-to-sparsely-fractured …

A new model for the dilation of brittle rocks based on laboratory compression test data with separate treatment of dilatancy mobilization and decay

G Walton, MS Diederichs - Geotechnical and Geological Engineering, 2015 - Springer
In this study, a new model is presented for the dilation angle of rocks which deform through
brittle mechanisms in laboratory compression tests. This model, which is defined by a …