Retaining walls publications

  • Controlling clay pore pressures for cut-and-cover tunnelling

    D J E Butcher, W Powrie, T O L Roberts, and H Roscoe, 2007

    Geotechnical Engineering, 160 (4), pp227–236.

  • Construction monitoring of cut and cover tunnels

    A Chodorowski, G Holmes, and H Roscoe, 2005

    Proceedings of the Institution of Civil Engineers. Geotechnical Engineering, 158, Issue GE4, October, pp187–196.

  • Geotechnical analysis of a retaining wall in weak rock

    C R I Clayton, T Hayward, W Powrie and D J Richards, 2004

    Geotechnical Engineering 157, January, Issue GE1, pp13–26.

  • Three-dimensional effects in the construction of a long retaining wall

    E K DeMoor, S Gourvenec and W Powrie, 2002

    Geotechnical Engineering, 155, July, Issue 3, pp163–173.

  • Centrifuge model tests on embedded retaining walls supported by earth berms

    M P Daly and W Powrie, 2002

    Geotechnique, 52, No. 2, pp89–106.

  • Deformation and failure modes of drystone retaining walls

    D I Bush, R M Harkness, W Powrie and X Zhang, 2002

    Geotechnique, 52, No. 6, pp435–446.

  • Undrained analysis of earth berms as temporary supports for embedded retaining walls

    M P Daly and W Powrie, 2001

    Geotechnical Engineering, 149, October, Issue 4, pp237–248

  • Undrained analysis of earth berms as temporary supports for embedded retaining walls

    M P Daly and W Powrie, 2001

    Proc. ICE Geotechnical Engineering, pp237–48.

  • Measurement and analysis of temporary prop loads at Canary Wharf underground station, East London

    M Batten and W Powrie, 2000

    Proceedings of the Institution of Civil Engineers (Geotechnical Engineering), 143, July, pp151–163.

  • Three-dimensional finite element analysis of embedded retaining walls supported by discontinuous earth berms

    S M Gourvenec and W Powrie, 2000

    Canadian Geotechnical Journal, 37, pp1062–1077.

  • Numerical modelling of full scale tests on drystone masonry, retaining walls

    K C Brady, R M Harkness, M P O’Reilly, W Powrie and X Zhang, 2000

    Geotechnique, 50(2), pp165–179.

  • Comparison of measured and calculated temporary prop loads at Canada Water station

    M Batten and W Powrie, 2000

    Geotechnique 50(2), pp127–140.

  • Measurement of temporary prop loads at Mayfair car park

    D R Beadman, G Holmes, D J Richards, 1999

    Proceedings of the Institution of Civil Engineers, Geotechnical Engineering.

  • The stability of drystone retaining walls on highways

    K C Brady, D I Bush, W Powrie and M P O’Reilly, 1999

    Proceedings of the Institution of Civil Engineers (Municipal Engineer) 133, June, pp101–107.

  • Back analysis of an embedded retaining will with a stabilizing base slab

    D R Carder, R J Chandler, W Powrie and G V R Watson, 1999

    Proceedings of the Institution of Civil Engineers (Geotechnical Engineering) 137, April, pp75–86.

  • Long term performance of an embedded retaining wall with a stabilizing base slab

    D R Carder, R J Chandler, W Powrie and G V R Watson, 1999

    Proceedings of the Institution of Civil Engineers (Geotechnical Engineering) 137, April, pp63–74.

  • Use of vibrating wire strain gauges to measure loads in tubular steel props supporting deep retaining walls

    M Batten, R Boorman, Q Leiper, W Powrie and H-t Yu, 1999

    Proceedings of the Institution of Civil Engineers (Geotechnial Engineering) 137, January, pp3–13.

  • Three dimensional finite element analysis of diaphragm wall installation

    S M Gourvenec and W Powrie, 1999

    Geotechnique 49(6), pp801–823.

  • Soil stiffness paths relevant to diaphragm walls in clay

    H Pantelidou, W Powrie and S E Stallebrass, 1998

    Geotechnique 48(4), pp483–494.

  • Investigation of retaining wall installation and performance using centrifuge modelling techniques

    J R T Page, W Powrie and D J Richards, 1998

    Proceedings of the Institution of Civil Engineers (Geotechnical Engineering) 131, July, pp163–170.

  • The influence of a stabilizing platform on the performance of an embedded retaining wall: a finite element study

    R J Chandler and W Powrie, 1998

    Geotechnique 48, No. 3, pp403–409.

  • Limit equilibrium analysis of embedded retaining walls

    W Powrie, 1996

    Geotechnique 46, No. 4, December, pp709–723.

  • Ground response during diaphragm wall installation in clay: centrifuge model tests

    C Kantartzi and W Powrie, 1996

    Geotechnique 46, No. 4, December, pp725–739.

  • Finite element analysis of construction sequences for propped retaining walls

    W Powrie and D J Richards, 1994

    Proceedings of the Institution of Civil Engineers Geotechnical Engineering 107, October, pp207–216.

  • Modelling diaphragm wall installation and excavation processes

    C Kantartzi, W Powrie and D J Richards,, 1994

    In: Centrifuge 94 (F H Lee, C F Leung and T S Tan, Eds.), Rotterdam, Balkema, pp655–661.

  • A cantilever retaining wall supported by a berm during temporary works activities

    A M Britto, J N Davies, W Powrie, 1992

    Proceedings of International Conference on Retaining Structures, Cambridge.

  • Analysis of in-situ retaining walls propped at formation level

    W Powrie, 1991

    Proceedings of the Institution of Civil Engineers, Part 2, December, pp853–873.

  • Finite element analysis of an in-situ wall propped at formation level

    E S F Li and W Powrie, 1991

    Geotechnique 41, No 4, January, pp499–514.

  • Finite element analysis of a centrifuge model retaining wall embedded in overconsolidated clay

    M D Bolton, A M Britto, W Powrie and T P White, 1990

    Computers and Geotechnics 7, December, pp289–318.

  • The design of stiff in-situ walls retaining overconsolidated clay Part 2: Long term behaviour

    M D Bolton, W Powrie and I F Symons, 1990

    Ground Engineering 23, No. 2, March, pp22–28.

  • The design of stiff in-situ walls retaining overconsolidated clay Part 1: Short term behaviour.

    M D Bolton, W Powrie and I F Symons, 1990

    Ground Engineering 22, No. 8, November, pp 44–47 and Ground Engineering 22, No. 9, January, pp34–40.

  • Behaviour of diaphragm walls in clay prior to collapse

    M D Bolton and W Powrie, 1988

    Geotechnique 38, No. 2, June, pp167–189. (BGS Highly Commended 1989).

  • The design of deep in-situ walls

    M D Bolton, W Powrie and D I Stewart, 1988

    Proceedings of International Conference on Geotechnical Centrifuge Modelling, Paris, April, pp405–414.

  • Use of Parafil cable as a ground anchor tension

    R Hadji-dehabadi and J K White, 1988

    Proceedings of the Symposium on Engineering Applications of Parafil Ropes, January.

  • A review of the properties of Type F (Kevlar 29) Parafil cables with reference to the design of cable structures

    P Aminian and J K White, 1988

    Proceedings of the Symposium on Engineering Applications of Parafil Ropes, January.

  • The collapse of diaphragm walls retaining clay.

    M D Bolton and W Powrie, 1987

    Geotechnique 37, No. 3, September, pp335–353.

  • Effects on diaphragm walls of groundwater pressure rising in clays

    M D Bolton, W Powrie and D I Stewart, 1987

    In: Groundwater Effects in Geotechnical Engineering (E T Hanrahan, T L L Orr and T F Widdis, Eds.), Rotterdam, Balkema, 2, pp759–762.