Effect of Recent Load History on Laterally Loaded Piles in Normally Consolidated Clay-Reference-Cited by-同舟云学术

Effect of Recent Load History on Laterally Loaded Piles in Normally Consolidated Clay

Published:2007-07 Issue:4 Volume:7 Page:277-286
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Levy Nina H.¹²³,Einav Itai¹²³,Randolph Mark F.¹²³

Affiliation:

1. Ph.D. Student, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Highway, Crawley 6009, Australia.

2. Senior Lecturer, School of Civil Engineering, Univ. of Sydney, Sydney NSW 2006, Australia; formerly, University of Western Australia.

3. Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Highway, Crawley 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A4%28277%29

Reference26 articles.

1. API. (1993). “Recommended practice for planning designing and constructing fixed offshore platforms—Working stress design 20th edition.” API-RP-2A.

2. Evaluation of Pile Diameter Effect on Initial Modulus of Subgrade Reaction

3. Effect of recent stress history on the stiffness of overconsolidated soil

4. The behaviour of axially and laterally loaded single piles embedded in nonhomogeneous soils

5. Selection ofp-y curves for the design of single laterally loaded piles

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