Experimental analysis of bi‐directional pile static load test

The paper presents the results of the Osterberg load tests performed at Belgrade Waterfront test site. Test results enabled evaluation of side friction and end bearing of the limestone/marlstone formation otherwise difficult to access. Mobilized side friction is several times larger than the side fr...

Full description

Saved in:
Bibliographic Details
Published in:ce/papers 2018-06, Vol.2 (2-3), p.415-420
Main Authors: BERISAVLJEVIĆ, Dušan, FILIPOVIĆ, Vladimir, STANISAVLJEVIĆ, Nenad, BERISAVLJEVIĆ, Zoran
Format: Article
Language:English
Subjects:
End bearing
Osterberg test
Side friction
Strain softening
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:The paper presents the results of the Osterberg load tests performed at Belgrade Waterfront test site. Test results enabled evaluation of side friction and end bearing of the limestone/marlstone formation otherwise difficult to access. Mobilized side friction is several times larger than the side friction commonly used in design by practitioners for the large diameter drilled shafts. High pressure O‐cells manage to achieve 60 MN load (30 MN in each direction) which is significantly higher than specified design load.
ISSN:2509-7075
2509-7075
DOI:10.1002/cepa.706