Application of a bonded critical state model to design tunnel support for rockmass bulking

M O Ciantia,P Kaiser,M Arroyo

doi:10.1088/1755-1315/833/1/012162

Abstract

Gabion-type support is a favoured option to restrain bulking in pillar walls of mine footprint tunnels. It uses closely spaced short reinforcements in tunnel walls (typically fully grouted rebar) in combination with surface support (rock fragment retention systems such as shotcrete, weld wire mesh, straps, etc.). The system is installed while the rock is still mostly intact and is conceived to maintain support capacity even when, the rock attains a fully fragmented state, acting then like a gabion or earth-reinforced type retaining wall. In this paper the interaction between the support system and the highly stressed pillar walls is investigated numerically by means of finite element analyses within the framework of displacement-based design. Because the material response should capture the passage from intact rock to fully fragmented state, an advanced elasto-plastic bonded constitutive model was adopted as a simulation framework. The model is calibrated to replicate the mechanical behaviour of Bursnip Sandstone and Amarelo Pais Granite. These two rocks were selected because of high quality triaxial tests results from the literature. After showing the good performance of the model to reproduce both low and high pressure triaxial compression behaviour an extensive parametric study investigating the effects of bolt types on gabion response is presented.

Highlights

Massive underground mining and caving mines at deep levels is becoming ever more widespread
Because the material response should capture the passage from intact rock to fully fragmented state, an advanced elasto-plastic bonded constitutive model was adopted as a simulation framework
Macro-scale results presented in figure 3 show that, in general, the pillar wall capacity was moderately enhanced (15%) by bolting and that bolting resulted in a more ductile response

Summary

Introduction

Massive underground mining and caving mines at deep levels (more than 1000m) is becoming ever more widespread. Near excavations, bulking is unidirectional toward the excavation (perpendicular to the wall), a function of the applied tangential strain, and highly dependent on the confining stress For this reason, gabbion-type support is a favoured option to restrain bulking in pillar walls of mine footprint tunnels. Previous numerical simulations adopting a discontinuum approach [3] where able to reproduce the typically observed unidirectional bulking of massive rockmasses around tunnels. Such discrete approaches are computationally very expensive if implemented in large scale caving models. The calibrated model is used for an extensive parametric analysis considering various types of reinforcement

The constitutive model

Results

Conclusions