Analysis and Performance of Piled Rafts Designed Using Innovative Criteria-Reference-Cited by-同舟云学术

Analysis and Performance of Piled Rafts Designed Using Innovative Criteria

Published:2008-08 Issue:8 Volume:134 Page:1118-1128
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

de Sanctis Luca¹²,Russo Gianpiero¹²

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, II Univ. of Napoli, Aversa (Caserta) 81031, Italy (corresponding author). E-mail: luca.desanctis@unina2.it

2. Associate Professor, Dept. of Geotechnical Engineering, Univ. of Napoli Federico II, Napoli 80125, Italy.

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%282008%29134%3A8%281118%29

Reference28 articles.

1. Banerjee P. K. and Driscoll R. m. (1978). “ Program for the analysis of pile groups of any geometry subjected to horizontal and vertical loads and moments PGROUP 2.1.HECB/B/7 Dept. of Transport HECB London.

2. Burland J. B. Broms B. B. and De Mello V. F. B. (1977). “Behaviour of foundations and structures.” State-of-the-Art Rep. Proc. IX Int. Conf. of Soil Mechanics and Foundation Engineering (ICSMFE) Vol. 2 Tokyo 495–546 Balkema Rotterdam The Netherlands.

3. Burland J. B. and Burbidge M. C. (1984). “Settlement of foundations on sand and gravel.” Glasgow and West of Scotland Association Centenary Lecture Thomas Telford London.

4. Burland J. B. and Kalra J. C. (1986). “Queen Elizabeth II Conference Centre: Geotechnical aspects.” Proc. ICE 80 1479–1505 London.

5. SOME OBSERVATIONS OF THE FOUNDATION LOADING AND SETTLEMENT OF A MULTI- STOREY BUILDING ON A PILED RAFT FOUNDATION IN LONDON CLAY.

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