An analytical method for predicting the soil-structure interaction of axially loaded piles in sands incorporating the two-surface plasticity model
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference44 articles.
1. Side resistance in piles and drilled shafts;O’Neill;J Geotech Geoenviron Eng,2001
2. Science and empiricism in pile foundation design;Randolph;Géotechnique,2003
3. Piling Engineering;Fleming,2009
4. Drilled shaft side friction in gravelly soils;Rollin;J Geotech Geoenviron Eng,2005
5. 3M analytical method: evaluation of shaft friction of bored piles in sands;Mascarucci;J Geotech Geoenviron Eng,2016
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