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Journal of Engineering Research

Journal of Engineering Research

Abstract

Construction of a tunnel under an existing one poses significant geotechnical challenges due to the potential surface and subsurface settlements caused by the new tunnel construction and its impact on the existing tunnel, adjacent buildings, and facilities. The complexity intensifies when multiple adjacent tunnels need to be constructed, such as twin, triplet, quad, or more, as the construction of each tunnel affects the others. This interaction depends on various factors, including the horizontal distance between each tunnel (pillar width), the tunnel's depth and vertical position relative to the existing tunnel (pillar depth), and their influence on surface and subsurface settlement values.

This research focuses on a numerical investigation of the construction of a new quad water tunnel beneath one of the existing siphon water tunnels in the city of Minya, Arab Republic of Egypt. The existing siphon water tunnel plays a crucial role in conveying water from an agricultural drain beneath important infrastructure, such as the Cairo-Aswan railway line and the Cairo-Aswan agricultural road. The study aims to predict the induced settlements and their effects using a proposed model that positions the quad tunnels side by side in a horizontal arrangement. The investigation includes analyzing different construction sequences and identifying the optimal sequence that minimizes settlement values.

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