Investigation of Design Alternatives for a Piled Raft Case History

Author:

Cunha R. P.123,Poulos H. G.123,Small J. C.123

Affiliation:

1. Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Brasília, 70910-900, Brasília/DF, Brazil.

2. Prof., Dept. of Civ. Engrg., Univ. of Sydney, NSW 2006, Sydney, Australia.

3. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Sydney, NSW 2006, Sydney, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference21 articles.

1. Burland J. B. Broms B. B. and de Mello V. F. B. ( 1977). “Behaviour of foundations and structures.” Proc. 9th Int. Conf. on Soil Mech. and Found. Engrg. ISSMFE Japan Vol. 2 495–546.

2. Cunha R. P. and Sales M. M. ( 1998). “Field load tests of piled footings founded on a tropical porous clay.” Proc. 3rd Int. Geotech. Seminar Deep Found. on Bored and Auger Piles ABMS Brazil Vol. 1 433–438.

3. Cunha R. P. Small J. C. and Poulos H. G. ( 2000a). . “Class C analysis of a piled raft case history in Gothenburg Sweden.” Proc. Year 2000 Geotechnics—Geotech. Engrg. Conf. AIT Thailand Vol. 1 271–280.

4. Cunha R. P. Small J. C. and Poulos H. G. ( 2000b). . “Parametric analysis of a piled raft case history in Uppsala Sweden.” Proc. 4th Seminar of Spec. Found. and Geotechnics ABMS Brazil Vol. 2 381–390.

5. Fraser R. A. and Wardle L. J. ( 1976). “Numerical analysis of rectangular rafts on layered foundations.” Géotechnique London 26(4) 613–630.

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