Improved p-y curve models for large diameter and super-long cast-in-place piles using piezocone penetration test data-Reference-Cited by-同舟云学术

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Improved p-y curve models for large diameter and super-long cast-in-place piles using piezocone penetration test data

Published:2021-02 Issue: Volume:130 Page:103911
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Liu Xiaoyan,Cai Guojun,Liu Lulu,Liu Songyu,Duan Weihong,Puppala Anand J.

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference62 articles.

1. Horizontal bearing capacity of piles in a lateritic soil;André de Almeida;J. Geotech. Geoenviron.,2011

2. Tests on model pile groups in soft and stiff clay;Barden;Geotechnique,1970

3. Analysis of laterally loaded piles with rectangular cross sections embedded in layered soil;Basu;Int. J. Numer. Anal. Met.,2008

4. Some numerical experiments with a three dimensional finite element model of a laterally loaded pile;Brown;Comput. Geotech.,1991

5. Reliability assessment of CPTU-based pile capacity predictions in soft clay deposits;Cai;Eng. Geol.,2012

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