Abstract

Advances in numerical simulation techniques play an important role in helping mining engineers understand those parts of the rock mass that cannot be readily observed. The Material Point Method (MPM) is an example of such a tool that is gaining popularity for studying geotechnical problems. In recent years, the original formulation of MPM has been extended to not only account for simulating the mechanical behaviour of rock under different loading conditions, but also to describe the coupled interaction of pore water and solid phases in materials. These methods assume that the permeability of mediums is homogeneous, and we show that these MPM techniques fail to accurately capture the correct behaviour of the fluid phase if the permeability of the material is heterogeneous. In this work, we propose a novel implementation of the coupled MPM to address this problem. We employ an approach commonly used in coupled Finite Volume Methods, known as the Two Point Flux Approximation (TPFA). Our new method is benchmarked against two well-known analytical expressions (a one-dimensional geostatic consolidation and the so-called Mandel-Cryer effect). Its performance is compared to existing coupled MPM approaches for homogeneous materials. In order to gauge the possible effectiveness of our technique in the field, we apply our method to a case study relating to a mine known to experience severe problems with pore water.

Highlights

  • Numerical modelling is an essential tool for understanding the induced stress changes in underground hard rock mines

  • It is the prospect of this occurrence at Ernest Henry mine that led to the investigation of a way to simulate the coupled solid-fluid interaction of an heterogeneous medium as it is assumed that the permeability/conductivity of the faults is noticeably different than that of the host rock

  • A fully coupled two-phase three-dimensional Material Point Method (MPM) has been developed to model stress changes caused by fluid-filled rock in mining

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Summary

Introduction

Numerical modelling is an essential tool for understanding the induced stress changes in underground hard rock mines. The Boundary Element Method (BEM) [9] can represent large-scale mining configurations but assumes a medium that is linear elastic This restricts its use to heterogeneous rock situations, making it less suited to the simulation of more complex multiphase problems. FEM can struggle when handling large deformations, and complex remeshing techniques are often essential to deal satisfactorily with this effect To alleviate this problem, we suggest and investigate the properties of another family of methods often referred to as the Material Point Method (MPM) [11]. In the two-point formulations of the multiphase MPM, the medium consists of distinct groups of particles for each phase; solid particles and fluid particles are treated separately This leads to the doubling up of particles within the grid and requires extensive computational resources. We conclude the paper with some observations and final remarks

Problem Description
Application of the Two Point Flux Approximation within the MPM
The MPM Method
Time Step Scaling
Benchmarking of the Method
Geostatic Stress Distribution Due to Gravity
The Cryer Sphere Problem
A Case Study
Concluding remarks
Full Text
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