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Andrew Martin McNamara
Andrew Martin McNamara
University of London
Verified email at skanska.co.uk
Title
Cited by
Cited by
Year
Influence of heave reducing piles on ground movements around excavations
AM McNamara
City University London, 2001
262001
The effects of loaded bored piles on existing tunnels
J Yao, RN Taylor, AM McNamara
Geotechnical Aspects of Underground Construction in Soft Ground, 751-758, 2008
222008
Micropiles to reduce ground movements induced by tunnelling
E Bilotta, B Bitetti, AM McNamara, RN Taylor
Physical Modelling in Geotechnics-6th ICPMG 06 2, 1139-1144, 2006
192006
Design and construction of a deep shaft for Crossrail
PRJ Morrison, AM McNamara, TOL Roberts
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2004
152004
Construction of a deep shaft for Crossrail
AM McNamara, TOL Roberts, PRJ Morrison, G Holmes
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2008
142008
High-capacity ribbed pile foundations
RJ Gorasia, A McNamara
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2016
122016
A field trial of a reusable, hollow, cast-in-situ pile
AM McNamara, TP Suckling, B McKinley, SE Stallebrass
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2014
102014
Use of heave reducing piles to control ground movements around excavations
AM McNamara, RN Taylor
Physical Modelling in Geotechnics, 847-852, 2022
92022
Centrifuge model testing for pile foundation reuse
L Begaj, AM McNamara
International Journal of Physical Modelling in Geotechnics 11 (4), 166-177, 2011
92011
Apparatus for centrifuge modelling of top down basement construction with heave reducing piles
AM McNamara, RJ Goodey, RN Taylor
International Journal of Physical Modelling in Geotechnics 9 (1), 01-14, 2009
92009
Design and development of a large shear box for testing working platform material
G Tanghetti, RJ Goodey, S Divall, AM McNamara, B McKinley
82019
High shear capacity ribbed piles
RJ Gorasia, AM McNamara
72012
Physical Modelling in Geotechnics, Volume 1: Proceedings of the 9th International Conference on Physical Modelling in Geotechnics (ICPMG 2018), July 17-20, 2018, London, United …
A McNamara, S Divall, R Goodey, N Taylor, S Stallebrass, J Panchal
CRC Press, 2018
62018
An experimental study into the ultimate capacity of an ‘impression’pile in clay
LM Lalicata, SE Stallebrass, A McNamara
Géotechnique 73 (5), 455-466, 2023
52023
Design method for the ‘impression pile’
LM Lalicata, SE Stallebrass, A McNamara, JP Panchal
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering …, 2022
52022
The effects of bored pile excavation on existing tunnels
J Yao, RN Taylor, AM McNamara
6th international conference on physical modelling in geotechnics, Hong Kong, 2006
52006
Inclined load capacity of buried mass concrete thrust blocks
M Cabrera, RN Taylor, AM McNamara
Proc. Int. Conf. On Physical modelling in Geotechnics, Taylor and Francis …, 2006
52006
The influence of enhanced excavation base stiffness on prop loads and ground movements during basement construction
AM McNamara, RN Taylor
The Structural Engineer 82 (4), 30-36, 2004
52004
Influence of tunnelling on the behaviour of existing piled foundations
AM McNamara, RN Taylor, SE Stallebrass, MC Romana
BGA International Conference on Foundations: Innovations, observations …, 2003
52003
Experimental technique for creating enhanced capacity piles in a centrifuge environment
LM Lalicata, AM McNamara, SE Stallebrass
Proc. of European Conf. on Physical Modelling in Geotechnics ECPMG2020 …, 2020
42020
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