Behaviour of displacement piles in sand under cyclic axial loading-Reference-Cited by-同舟云学术

Behaviour of displacement piles in sand under cyclic axial loading

Published:2012-06 Issue:3 Volume:52 Page:393-410
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Tsuha C.H.C.,Foray P.Y.,Jardine R.J.,Yang Z.X.,Silva M.,Rimoy S.

Funder

Shell U.K., the UK Health and Safety Executive, the UK Engineering Physical Sciences Research Council, Total France, Centre National de la Recherche Scientifique (CNRS), the French Programme ANR SOLCYP, UK Royal Society

Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference40 articles.

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4. Altuhafi, F., Jardine, R.J., 2011. Effect of particle breakage and strain path reversal on the properties of sands located near to driven piles. In: Chung et al. (Eds.), Proceedings of Deformation Characteristics of Geomaterials, vol. 1. IS-Seoul, Pub., Hanrimwon, Seoul. pp. 386–395.

5. Centrifuge cone penetration tests in sand;Bolton;Géotechnique,1999

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