Numerical model for the study of the strength and failure modes of rock containing non-persistent joints

MR Vergara, M Van Sint Jan, L Lorig - Rock Mechanics and Rock …, 2016 - Springer
The mechanical behavior of rock containing parallel non-persistent joint sets was studied
using a numerical model. The numerical analysis was performed using the discrete element …

Stability analysis of slopes with spatially variable strength properties

…, CD Martin, P Varona, L Lorig - Rock Mechanics and Rock …, 2019 - Springer
Natural variability of rock properties can significantly affect the strength of rock masses and
factor of safety of slopes. The results of a comprehensive point load testing program showed …

Numerical analysis of the east wall of Toquepala Mine, Southern Andes of Peru

JL Carvalho, DT Kennard, L Lorig - ISRM EUROCK, 2002 - onepetro.org
A numerical back-analysis of a series of failures of the east wall of Toquepala mine located
on the western slopes of Cordillera Occidental, the southern Andes of Peru, was carried out …

[PDF][PDF] Practical slope-stability analysis using finite-difference codes

L Lorig, P Varona - Slope stability in surface mining, 2000 - academia.edu
Loren Lorig, Itasca SA …

A numerical model of deformation and fluid-flow in an evolving thrust wedge

LM Strayer, PJ Hudleston, LJ Lorig - Tectonophysics, 2001 - Elsevier
To investigate deformation and fluid-flow in an actively deforming tectonic wedge, we model
the evolution of a large, two-dimensional (100km long, 5km thick), mechanically and …

Investigation of caving induced subsidence at the abandoned Grace Mine

DP Sainsbury, BL Sainsbury, LJ Lorig - Mining Technology, 2010 - Taylor & Francis
The Grace Mine, located in southeastern Pennsylvania, USA, was owned and operated by
Bethlehem Steel Corporation during 1951–1977. During this time, iron ore was extracted …

Fracture network engineering for hydraulic fracturing

…, B Damjanac, J Hazzard, L Lorig… - The Leading …, 2011 - pubs.geoscienceworld.org
Fracture network engineering (FNE) involves the design, analysis, modeling, and monitoring
of infield activities aimed at enhancing or minimizing rock mass disturbance. FNE relies …

Rockslide run-out prediction from distinct element analysis

LJ Lorig, AD Watson, CD Martin… - … and Geoengineering: An …, 2009 - Taylor & Francis
The Checkerboard Creek Rock Slope is located 1.5 km upstream of the Revelstoke Dam,
which impounds the Columbia River in British Columbia, Canada. A detailed investigation …

A model for stress-controlled pipe growth

WP Barnett, L Lorig - Journal of Volcanology and Geothermal Research, 2007 - Elsevier
The rock mechanics theory for deformation of underground mining excavations under high
stress conditions can be used to explain the growth and geometry of volcanic pipes. In an …

[PDF][PDF] Koffiefontein mine front cave-Case History

L Hannweg, L Lorig, G van Hourt, A Guest - Proceedings of Massmin, 2004 - academia.edu
In a first for the diamond mining industry, Koffiefontein Mine in the Free State, South Africa,
opted for the Front Cave mining method to extract a 90 metre high block of kimberlite ore. …