Search Results - "Dickin, E.A."

The influence of soil reinforcement on the uplift behaviour of belled piles embedded in sand by Ilamparuthi, K., Dickin, E.A.

“…The influence of soil reinforcement on the uplift performance of belled piles or piers of various geometries embedded in sand at various densities is…”
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Predictions of the uplift response of model belled piles in geogrid-cell-reinforced sand by Ilamparuthi, K., Dickin, E.A.

“…Breakout factors from a series of laboratory pullout tests on model-belled piles (or enlarged base footings) in geogrid-cell-reinforced sand, which included…”
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Uplift response of strip anchors in cohesionless soil by Dickin, E.A., Laman, M.

“…Physical and computational studies investigating the uplift response of 1 m wide strip anchors in sand show that maximum resistances increase with anchor…”
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The response to uplift loading of pyramid foundations in cohesionless backfill by Birch, A.J., Dickin, E.A.

“…The uplift behaviour of a typical pyramid-shaped foundation as used to support electricity transmission towers is investigated using the finite element package…”
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Moment response of short rectangular piers in sand by Dickin, E.A., Laman, M.

“…The moment response of rectangular piers was investigated numerically using a three-dimensional, non-linear finite element program, and by centrifuge…”
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Three-dimensional finite element studies of the moment-carrying capacity of short pier foundations in cohesionless soil by Laman, M, King, G.J.W, Dickin, E.A

“…This study is concerned with the moment-carrying capacity of short pier foundations in loose and dense cohesionless soil. The results of non-linear…”
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Numerical modelling of the load-displacement behaviour of anchor walls by Dickin, E.A., King, G.J.W.

“…Finite element analyses of anchor wall behaviour in loose and dense sand were carried out using the variable elastic soil model and Lade's elasto-plastic soil…”
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Evaluation of Design Methods for Vertical Anchor Plates by Dickin, Edward A, Leung, Chun F

“…Design methods for vertical anchors subjected to horizontal pullout forces are reviewed. Theoretical predictions are compared with results from conventional…”
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