Static pile-soil-pile interaction in offshore pile groups by Chaudhry, A, A. R. Chaudhry

“…This thesis is a theoretical study, using both finite element and boundary element methods, of the behaviour of single-piles and pile groups under vertical and lateral loading. …”

An analytical approach for the prediction of single pile and pile group behaviour in clay by Sheil, B, McCabe, B

“…In this paper, the 't-z method' is employed to describe the nonlinear behaviour of a single pile and is used to obtain simplified predictions of pile group behaviour by considering the interaction between two-piles in conjunction with the Interaction Factor Method (IFM). …”

Response to discussion: An analytical approach for the prediction of single pile and pile group behaviour in clay by Sheil, B, McCabe, B

Continuum and discrete models of dislocation pile-ups. I Pile-up at a lock by Ockendon, J, Voskoboinikov, R, Chapman, S

“…A mathematical methodology for analysing pile-ups of large numbers of dislocations is described. …”

Continuum and discrete models of dislocation pile-ups. I. Pile-up at a lock by Voskoboinikov, R, Chapman, S, Ockendon, J, Allwright, D

DYNAMIC DISLOCATION PILE-UPS by Ockendon, H, Ockendon, J

The axial behaviour of piles driven in chalk by Jardine, R, Buckley, R, Liu, T, Andolffson, T, Byrne, B, Kontoe, S, McAdam, R, Schranz, F, Vinck, K

“…This paper describes research into the poorly understood axial behaviour of piles driven in chalk. Comprehensive dynamic and monotonic axial testing on 27, mostly instrumented, piles undertaken for the ALPACA joint industry projects is reported and interpreted covering: diameters between 139 mm and 1·8 m; lengths from 3 to 18 m; different pile material types; tip and groundwater conditions; and ages after driving. …”

The axial capacity of driven piles in clay by Coop, M, M. R. Coop

“…An instrumented model pile was used to investigate the fundamental behaviour in clay soils of driven cylindrical steel piles used for offshore structures. …”

Continuum and discrete models of dislocation pile-ups. II. Pile-up of screw dislocations at the interface in a bimetallic solid by Voskoboinikov, R, Chapman, S, Ockendon, J

“…The methodology developed in the precursor to this paper is used to find the positions of n screw dislocations in a pile-up against an interface bonding two crystalline solids. …”

Pile driveability in low-to-medium density chalk by Buckley, R, Kontoe, S, Jardine, R, Barbosa, P, Schroeder, F

“…Pile driving in low to medium density chalk is subject to significant uncertainty. …”

END BEARING CAPACITY OF PILES IN CARBONATE SOILS by Houlsby, G, Nutt, N, Sweeney, M, ICSMFE

Ground heave around driven piles in clay by Gue, S, See Sew Gue

“…Large diameter piles have increasingly been used, especially for offshore foundations. …”

Numerical modelling of laterally loaded piles in clay by Houlston, P

“…An update to the traditional moment equilibrium approach for calculating pile capacity is proposed incorporating additional resistance mechanisms such as shear and moment resistance at the pile base, and a distributed moment resistance acting on the shaft of the pile. …”

Discussion: Interaction factor for large pile groups by Wang, AD, Wang, WD, Huang, MS, Wu, JB, Sheil, BB, McCabe, BA

Ground characterisation for PISA pile testing and analysis by Zdravković, L, Jardine, R, Taborda, D, Abadias, D, Burd, H, Byrne, B, Gavin, K, Houlsby, G, Igoe, D, Liu, T, Martin, C, McAdam, R, Muir Wood, A, Potts, D, Skov Gretlund, J, Ushev, E

“…PISA involved large-scale pile tests in overconsolidated glacial till at Cowden, north-east England, and in dense, normally consolidated marine sand at Dunkirk, northern France. …”

Learning from collapse of piles in liquefiable soils by Bhattacharya, S, Blakeborough, A, Dash, S

Dislocation pile-ups in Fe at high temperature by Fitzgerald, S, Dudarev, S

“…Dislocation 'pile-ups' occur in crystals when a number of similar dislocations, gliding in a common slip plane, are driven by an applied stress towards an obstacle that they cannot overcome. …”

Numerical simulations of the reuse of piled raft foundations in clay by Sheil, B

“…The variables considered in the parametric study include the number of piles, pile spacing, pile length, and soil type. …”

Interconnection of continuum and discrete models of dislocation pile-ups by Voskoboinikov, R, Chapman, S, Ockendon, J

“…A new asymptotic approach for analysing pile-ups of large numbers of dislocations is described. …”

Characterization of pilE antisense RNA in Neisseria meningitidis by Tan, F

“…The AS RNA was found to encompass sequences antisense to the entire <em>pilE</em> coding sequence and 5' untranslated region, and extends to a promoter upstream of <em>pilE</em> that drives expression of a G4 small RNA that is important for pilin Av.…”