Elastostatic response of a pile embedded in a transversely isotropic half-space under transverse loading-Reference-Cited by-同舟云学术

Elastostatic response of a pile embedded in a transversely isotropic half-space under transverse loading

Published:2013-01-10 Issue:17 Volume:37 Page:2897-2915
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Gharahi A.¹,Rahimian M.¹,Eskandari-Ghadi M.²,Pak R. Y. S.³

Affiliation:

1. School of Civil Engineering, College of Engineering; University of Tehran; P.O. Box 11155-4563 Tehran Iran

2. Department of Engineering Science, College of Engineering; University of Tehran; P.O. Box 11155-4563 Tehran Iran

3. Department of Civil, Environmental and Architectural Engineering; University of Colorado; Boulder CO 80309-0428 U.S.A.

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

Reference32 articles.

1. Lateral response of piles;Spiller;Journal of the Soil Mechanics and Foundation Division,1964

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3. Dynamic analysis of soil-structure interaction shear model for beams on transversely isotropic viscoelastic soil;Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications;2022-01-17