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Pipe jacking and microtunnelling

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Pipe jacking and microtunnelling

Research on jacking loads, pipe–ground interaction and excavation performance for trenchless pipeline construction in complex ground conditions.

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Pipe jacking and microtunnelling operations

Research context

Microtunnelling operations allow pipelines to be installed from jacking pits. Trenchless operations such as microtunnelling minimise trench spoil and therefore reduce waste. Compared with conventional trenching, they also reduce damage to road surfaces and disruption to traffic.

During the microtunnelling process, the jacking load is an important design parameter. It controls pipe-wall thickness, the need for and location of intermediate jacking stations, jacking-frame selection and lubrication requirements. The principal component of the jacking load is frictional resistance.

Microtunnelling is a complex process, making the theoretical determination of jacking forces challenging. Pipe–soil and pipe–rock interaction is strongly affected by excavation conditions, including overcut, lubrication, pipe misalignment, stoppages, tunnel stability and rock-mass quality.

Research objectives

Research in this field aims to improve design and analysis techniques for pipe-jacking and microtunnelling operations, with particular attention to the following subjects.

RESEARCH SUBJECT 01

Pipe jacking in swelling clays

This work investigates jacking forces and pipe–soil interaction in swelling clay conditions. The research was conducted in cooperation with the University of Cambridge.

RESEARCH SUBJECT 02

Microtunnelling in fractured rock masses

This research examines how rock-mass discontinuities, excavation stability and construction conditions affect microtunneller performance and the jacking forces required for advancement.

RESEARCH SUBJECT 03

Applications in the Torino subsoil

Investigation, interpretation and design methods are developed for the Torino metropolitan area. A discontinuum numerical model supports correlations between subsoil geotechnical characteristics and microtunneller requirements, including the jacking force needed for advancement.

People

Marco Barla Alessandra Insana

Publications

Six selected publications are organised from newest to oldest. Select a year to view its publication.

20221 publication
1Book

Sustainable Pipe Jacking Technology in the Urban Environment

Ong, Dominic Ek Leong; Barla, Marco; Cheng, Jason Wen-Chieh; Choo, Chung Siung; Sun, Minmin; Peerun, Mohammud Irfaan

Cities Research Series · Springer

313 pages · ISSN 2662-4842 · ISBN 9789811693717 · DOI: 10.1007/978-981-16-9372-4

20171 publication
1Article

Pipe Jacking in Sandy Soil Under a River in Shenyang, China

Ji, Xin Bo; Zhao, Wen; Jia, Peng; Qiao, Li Bin; Barla, Marco; Ni, Pengpeng; Wang, Liang

Indian Geotechnical Journal · Springer

Vol. 47, pp. 246–260 · ISSN 0971-9555 · DOI: 10.1007/s40098-016-0195-5

20131 publication
1Article

A method to design microtunnelling installations in the Torino randomly cemented alluvial soil

Barla, Marco; Camusso, Marco

Tunnelling and Underground Space Technology · Elsevier

Vol. 33, pp. 73–81 · ISSN 0886-7798 · DOI: 10.1016/j.tust.2012.09.002

20071 publication
1Article

Microtunnelling: a data base as a design tool

Barla, Marco

Inżynieria Bezwykopowa

Vol. 4, pp. 58–60 · ISSN 1730-1432

20061 publication
1Article

Analysis of jacking forces during microtunnelling in limestone

Barla, Marco; Camusso, M.; Aiassa, S.

Tunnelling and Underground Space Technology

Vol. 21, pp. 668–683 · ISSN 0886-7798 · DOI: 10.1016/j.tust.2006.01.002

20031 publication
1Proceeding

Numerical modelling of pipe-soil stresses during pipe jacking in clays

Barla, Marco; Borghi, X.; Mair, R. J.; Soga, K.

13th European Conference on Soil Mechanics & Geotechnical Engineering · XIII ECSMGE, Prague, 25–28 August 2003

Vol. 2, pp. 453–458 · ISBN 9788086769004

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