Design Strategies for Piled Rafts Subjected to Nonuniform Vertical Loading-Reference-Cited by-同舟云学术

Design Strategies for Piled Rafts Subjected to Nonuniform Vertical Loading

Published:2004-01 Issue:1 Volume:130 Page:1-13
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Reul Oliver¹,Randolph Mark F.²

Affiliation:

1. Head of Department, CDM Amann Infutec Consult AG & Co. KG, Ober-Ramstädter Strasse 42, 64367 Mühltal, Germany; formerly, Visiting Researcher, Centre for Offshore Foundation Systems, The Univ. of Western Australia WA 6009, Crawley, Australia.

2. Professor, Centre for Offshore Foundation Systems, The Univ. of Western Australia WA 6009, Crawley, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282004%29130%3A1%281%29

Reference28 articles.

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2. Breth H. (1970). “Das Tragverhalten des Frankfurter Tons bei im Tiefbau auftretenden Beanspruchungen.” Mitteilungen der Versuchsanstalt für Bodenmechanik und Grundbau der TH Darmstadt Heft 4 Darmstadt Univ. of Technology Darmstadt Germany.

3. Burland J. B. Broms B. B. and De Mello V. F. B. (1977). “Behaviour of foundations and structures.” Proc. 9th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 2 Tokyo 495–546.

4. Butler F. G. (1975). “Heavily over-consolidated clays—Review paper: Session III.” Proc. Conf. Settlements of Structures Cambridge U.K. 531–578.

5. An approximate analysis procedure for piled raft foundations

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