Effects of Axial Load and Slope Arrangement on Pile Group Response in Laterally Spreading Soils-Reference-Cited by-同舟云学术

Effects of Axial Load and Slope Arrangement on Pile Group Response in Laterally Spreading Soils

Published:2012-07 Issue:7 Volume:138 Page:799-809
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Knappett J. A.¹,Madabhushi S. P. G.²

Affiliation:

1. Lecturer, Univ. of Dundee, Division of Civil Engineering, Nethergate, Dundee DD1 4HN, Scotland, United Kingdom (corresponding author).

2. Reader, Univ. of Cambridge, Dept. of Engineering, Cambridge CB2 1PZ, United Kingdom.

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%29GT.1943-5606.0000654

Reference24 articles.

1. Boulanger R. W. Kutter B. L. Brandenberg S. J. Singh P. and Chang D. (2003). “Pile foundations in liquefied and laterally spreading ground during earthquakes: centrifuge experiments and analyses.” Rep. No. UCD/CGM-03/01 Center for Geotechnical Modeling Dept. of Civil Engineering Univ. of California Davis CA.

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