Centrifuge modelling of a spile-reinforced tunnel heading

Geotechnical Aspects of Underground Construction in Soft Ground 2026 Book chapter

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Authors: Michele Calvello, R.N. Taylor
DOI: 10.1201/9781003761952-53
Cited by: 5
References: 6

Abstract

A series of centrifuge model tests has been undertaken as a preliminary investigation into the influence of spiles placed as reinforcement into a tunnel face. The results show that the presence of spiles both improves the stability of a tunnel heading and reduces associated ground movements.

Fields of Study & Subjects

Geotechnical Engineering and Analysis Civil and Geotechnical Engineering Research Geotechnical Engineering and Underground Structures

Publication details

Journal / source
Geotechnical Aspects of Underground Construction in Soft Ground
Publisher
CRC Press
Pages
345–350
Publication date
24 February 2026
Language
EN
Document type
Book chapter