Abstract

A parametric study that examines the ground surface settlement due to the excavation of shallow offset arrangement twin tunnels is presented. Offset arrangement tunnels are those that run parallel to each other, but at different elevations. The study focuses on the influence of both the construction sequence and various geometric parameters on the induced soil settlement. A series of three-dimensional finite element analyses was carried out to investigate the settlement behavior and interactions between offset arrangement twin tunnels excavated in clay using a simplified mechanized excavation method. Analyses were carried out for three cover-to-diameter (C/D) ratios, three possible construction sequences, five angular relative positions, and five angular spacings. In addition, settlement data were also investigated by varying horizontal and vertical spacings while keeping the angular spacing constant. The total settlement of the excavated twin tunnels and the settlement induced solely by the new second tunnel are both presented, and special attention was paid to identifying the dominant geometric parameters. The observed data trends from this study are generally consistent with the limited data available in the literature. This study confirmed a few perceived behaviors. First, angular relative position better describes the settlement behavior in comparison to angular spacing. Second, the effect of the vertical distance is noticeably more significant than that of the horizontal distance between the two tunnels. Third, excavation of the lower tunnel at first induces higher total ground settlement than when the upper tunnel is excavated first or when both tunnels are excavated concurrently. Fourth, settlement due to the construction of the newer tunnel decreases with the increase in the cover depth. In addition, two design charts have been proposed to calculate the settlement induced from a new second tunnel excavation and the eccentricity of the maximum total settlement relative to the center of the new tunnel.

Highlights

  • The demand for reliable and environmentally sustainable infrastructure in major urban centers increasingly requires the construction of twin tunnels, where two or more new tunnels are often constructed near to each other

  • This paper presents settlement data obtained from a set of numerical analysis performed for twin offset arrangement tunnels excavated in close proximity using MIDAS GTS NX, a commercial FEA package

  • This study explores the effect of excavation sequence and geometric parameters such as angular relative position, angular spacing, horizontal spacing, vertical spacing, and cover-to-diameter ratio on ground deformation induced in clay during the excavation of twin offset arrangement tunnels

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Summary

Introduction

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Constitutive Model Parameters
Effect of Angular Spacing
Effect of Cover-to-Diameter Ratio
Limitations
Conclusions
Findings
Author Biographies
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