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SEISMIC RESPONSE OF PILES: SOME RECENT DESIGN STUDIES.

J PAPPIN, J RAMSEY, E BOOTH, Z LUBKOWSKI, DASYS

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 23–33.

https://doi.org/10.1680/igeng.1998.30003

Published: 01 January 1998

... STRAIN LOADS LOADING TWO STAGE INTERACTION FINITE ELEMENTS DECOUPLED FOUNDATIONS FORCES CLAYS GRAVEL STEEL PIERS CONCRETE SAND STIFF ALLUVIAL FAILING SLOPES POWER STATIONS MARINE DEPOSITS LIMESTONE SILTSTONE MUDSTONE STATIC SLIP SURFACES DISPLACEMENT CALCULATIONS TAGUS...

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Journal Articles

LONG-TERM SETTLEMENT OF A RAFT FOUNDATION ON SAND.

F R LOPES, O S N SOUZA, J E S SOARES

Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (1): 11–16.

https://doi.org/10.1680/igeng.1994.25716

Published: 01 January 1994

.... TERZAGKH. aInd R. B. PECKS. oil mechanics in engineeringpractice. 1st edition, J. Wiley, & Sons, New York. 4. BURLANJD. B. and BURBIDGME. C. Settlements of foundation on sand and gravel.Proc. Instn Civ. Engrs, Part 1,1985, 78,1325-1381. FOUNDATIONS RAFTS SAND SETTLEMENT LONG TERM DESIGN POWER...

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SEISMIC RESPONSE OF PILES: SOME RECENT DESIGN STUDIES.

LONG-TERM SETTLEMENT OF A RAFT FOUNDATION ON SAND.

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