Pipe jacking and microtunnelling
Pipe jacking and microtunnelling
Research on jacking loads, pipe–ground interaction and excavation performance for trenchless pipeline construction in complex ground conditions.
pipe-jacking-and-microtunnelling.jpg, .png or .webp.
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.
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.
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.
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
Publications
Six selected publications are organised from newest to oldest. Select a year to view its publication.
20221 publication
Sustainable Pipe Jacking Technology in the Urban Environment
Cities Research Series · Springer
313 pages · ISSN 2662-4842 · ISBN 9789811693717 · DOI: 10.1007/978-981-16-9372-4
20171 publication
Pipe Jacking in Sandy Soil Under a River in Shenyang, China
Indian Geotechnical Journal · Springer
Vol. 47, pp. 246–260 · ISSN 0971-9555 · DOI: 10.1007/s40098-016-0195-5
20131 publication
A method to design microtunnelling installations in the Torino randomly cemented alluvial soil
Tunnelling and Underground Space Technology · Elsevier
Vol. 33, pp. 73–81 · ISSN 0886-7798 · DOI: 10.1016/j.tust.2012.09.002
20071 publication
Microtunnelling: a data base as a design tool
Inżynieria Bezwykopowa
Vol. 4, pp. 58–60 · ISSN 1730-1432
20061 publication
Analysis of jacking forces during microtunnelling in limestone
Tunnelling and Underground Space Technology
Vol. 21, pp. 668–683 · ISSN 0886-7798 · DOI: 10.1016/j.tust.2006.01.002
20031 publication
Numerical modelling of pipe-soil stresses during pipe jacking in clays
13th European Conference on Soil Mechanics & Geotechnical Engineering · XIII ECSMGE, Prague, 25–28 August 2003
Vol. 2, pp. 453–458 · ISBN 9788086769004
