Numerical Study of the Effect of Preloading on Undrained Bearing Capacity-Reference-Cited by-同舟云学术

Numerical Study of the Effect of Preloading on Undrained Bearing Capacity

Published:2003-09 Issue:1 Volume:3 Page:1-10
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zdravković L.¹,Potts D. M.²,Jackson C.³

Affiliation:

1. Lecturer, Dept. of Civil and Environmental Engineering, Imperial College, London.

2. Professor of Analytical Soil Mechanics, Dept. of Civil and Environmental Engineering, Imperial College, London.

3. Ove Arup and Partners, 13 Fitzroy St., London; formerly, Dept. of Civil and Environmental Engineering, Imperial College, London.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282003%293%3A1%281%29

Reference14 articles.

1. Brinch-Hansen J. (1970). “A revised and extended formula for bearing capacity.” Bulletin No. 28 Danish Geotechnical Institute Lyngby Denmark.

2. Carswell I. Carder D. R. and Gent A. J. C. (1993). “Behaviour during construction of a propped contiguous bored pile wall in stiff clay at Walthamstow.” TRL Project Rep. 10 (E468A/BG) Crowthorne England.

3. The Use of Elastic Theory for Settlement Prediction Under Three-Dimensional Conditions

4. Critical state models in computational geomechanics

5. Jackson C. Zdravković L. and Potts D. M. (1997). “Bearing capacity of pre-loaded surface foundations on clay.” 9th Int. Conf. Computer Methods and Advances Geomechanics Wuhan China 745–750.

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