Response and Stability of Piles Subjected to Excavation Loading
Author:
Affiliation:
1. 9 Salford St., Salisbury, 4107 QLD, Australia. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001866
Reference38 articles.
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3. Numerical investigation of the failure of a building in Shanghai, China;Chai J. C.;Comput. Geotech.,2014
4. Interpretation from large-scale shake table tests on piles undergoing lateral spreading in liquefied soils;Cubrinovski M.;Soil Dyn. Earthquake Eng.,2006
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