Upscaling the Mechanical Properties of a Fractured Rock Mass Using the Lattice-Spring-Based Synthetic Rock Mass (LS-SRM) Modeling Approach—Comparison of Discontinuum, Continuum and Empirical Approaches
A numerical characterization of a fractured rock mass and its mechanical behavior using a discontinuum approach was carried out utilizing lattice-spring-based synthetic rock mass (LS-SRM) models. First, LS-SRM models on a laboratory scale were created to reproduce standard rock mechanical tests on T...
Main Authors: | Dominik Gottron, Andreas Henk |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-09-01
|
Series: | Geosciences |
Subjects: | |
Online Access: | https://www.mdpi.com/2076-3263/12/9/343 |
Similar Items
-
Slope stability assessment of an open pit using lattice-spring-based synthetic rock mass (LS-SRM) modeling approach
by: Subash Bastola, et al.
Published: (2020-10-01) -
Overhanging rock slope by design: An integrated approach using rock mass strength characterisation, large-scale numerical modelling and limit equilibrium methods
by: Paul Schlotfeldt, et al.
Published: (2018-02-01) -
Simulation Method and Application of Three-Dimensional DFN for Rock Mass Based on Monte-Carlo Technique
by: Ang Li, et al.
Published: (2022-11-01) -
ASSESSMENT OF EXCAVATION INTERSECTIONS’ STABILITY IN JOINTED ROCK MASSES USING THE DISCONTINUUM APPROACH
by: Anatolii Protosenya, et al.
Published: (2022-01-01) -
Constitutive Model for Grouted Rock Mass by Macro-Meso Damage
by: Yang Liu, et al.
Published: (2023-07-01)