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Limiting pressure on a laterally loaded pile in a frictional soil

This letter investigates, by means of finite-difference analyses, the ultimate lateral pressure developed on a pile moving relative to a soil whose strength is characterised by an effective angle o...

William Powrie | J. Smethurst | D. Pan

[1] William Powrie,et al. Three-dimensional numerical modelling of discrete piles used to stabilize landslides , 2011 .

[2] Anthony T. C. Goh,et al. Three‐dimensional finite element analyses of passive pile behaviour , 2006 .

[3] Dan A. Brown,et al. Some numerical experiments with a three dimensional finite element model of a laterally loaded pile , 1991 .

[4] Harry G. Poulos,et al. Design of reinforcing piles to increase slope stability , 1995 .

[5] Lianyang Zhang,et al. Ultimate Lateral Resistance to Piles in Cohesionless Soils , 2005 .

[6] R. Jardine,et al. The stiffness of natural London Clay , 2007 .

[7] William Powrie,et al. Monitoring and analysis of the bending behaviour of discrete piles used to stabilise a railway embankment , 2007 .

[8] Richard J. Jardine,et al. Characteristics of the London Clay from the Terminal 5 site at Heathrow Airport , 2007 .