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Spudcan-pile interaction in thick soft clay and soft clay overlying sand: A simplified numerical solution
by
Chow, Y.K.
,
Kencana, E.Y.
,
Leung, C.F.
,
Purwana, O.A.
Published in
Applied ocean research
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Mass-gravity-scaling technique to enhance computational efficiency of explicit numerical methods for quasi-static problems
by
Kencana, E.Y.
,
Haryono, I.S.
,
Leung, C.F.
,
Chow, Y.K.
Published in
Computers and geotechnics
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Applied Ocean Research
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Computers And Geotechnics
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Deformation
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Engineering
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Mathematical Models
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Physical Sciences
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Piles
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Science & Technology
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Soil
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Soils
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Spudcan Foundation
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Technology
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Beam-Column Model
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Cavity Expansion Theory
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Centrifuges
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Clay
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Computational Efficiency
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Backfile Package - Engineering And Technology [Yen]
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