Numerical Analysis of TBM Tunnel Lining Behavior using Shotcrete Constitutive Model

Heyam H Shaalan,Mohd Ashraf Mohamad Ismail,Romziah Azit

doi:10.28991/cej-0309155

Heyam H Shaalan, Mohd Ashraf Mohamad Ismail + Show 1 more

Open Access

https://doi.org/10.28991/cej-0309155

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Abstract

Shotcrete is a fundamental support element for tunnels and underground constructions. Shortly after application, shotcrete linings undergo a high load while the ordinary concrete is not fully hardened yet. Therefore, the time-dependent behaviour of the shotcrete material must consider. Traditional approaches assume a linear elastic behaviour using a hypothetical young modulus to model this time-dependency and creep effects. In this paper, a new constitutive model of shotcrete is applied to evaluate the time-dependent behaviour of TBM tunnel lining under high in-situ stress state. The Shotcrete model is based on the framework of Elasto-plasticity and designed to account for non-linear and time-dependent behaviour for concrete material more realistically. A parametric study of the time-dependent behaviour of the shotcrete lining, using the shotcrete model, is performed. To achieve this, the influence of the lining thickness, tunnel diameter and tunnel depth on the development of the stresses and displacement of the shotcrete lining with time is investigated. The results showed that the development of the lining tensile stress with time at tunnel crown increases by increasing the lining thickness and tunnel depth, whereas it decreases by increasing of the tunnel diameter. At the tunnel sidewall, the lining compression stress with time increases with the increase of the tunnel depth and diameter, while higher lining thickness decreases the lining compressive stresses. However, the results showed the ability of the shotcrete model to simulate the structural behaviour of the shotcrete lining with time.

Highlights

The usage of the underground structures has become more important over the past few decades
To study the relative importance of different parameters on the time-dependent behaviour of the shotcrete lining, a parametric study is performed. These parameters include; lining thickness, tunnel depth and tunnel diameter. One of these parameters is changed while keeping the others constant to evaluate its effect on the development of the shotcrete lining stress and displacement with time
The results indicated that the stresses at the crown and toe of the tunnel lining are compression stresses while the sidewalls are undergoing tensile stresses

Summary

Introduction

The usage of the underground structures has become more important over the past few decades. The underground openings need to be supported to stabilize the rock mass, this can be accomplished by many types of rock support elements. One of the most important support elements of tunnel constructions is sprayed concrete, often known as shotcrete. It is a special type of concrete conveyed through a hose at high pressure onto a surface to form different structural elements. Steel reinforcing enhances the shotcrete performance and increase the tunnel stability [1]. Reinforced Shotcrete became the fundamental element used in hard rock tunnelling. It is used widely in all types of

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