Effect of soil spatial variability on the response of laterally loaded pile in undrained clay-Reference-Cited by-同舟云学术

Effect of soil spatial variability on the response of laterally loaded pile in undrained clay

Published:2008-07 Issue:4 Volume:35 Page:537-547
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Haldar Sumanta,Babu G.L. Sivakumar

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference23 articles.

1. Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited;Griffiths;Géotechnique,2001

2. Three-dimensional probabilistic foundation settlement;Fenton;J Geotech Geoenviron Eng—ASCE,2005

3. Fenton GA, Griffiths DV. Reliability based deep foundation design. In: Proceedings of GeoDenver2007: new peaks in geotechnics—ASCE, Reston. Paper no. GSP 170; 2007.

4. Haldar S, Babu GLS. Ultimate capacity of pile foundation on spatially random cohesive soil. In: Proceedings of 10th international conference on applications of statistics and probability in civil engineering, Tokyo, Japan; 2007.

5. Lateral resistance of piles in cohesionless soils;Broms;J Soil Mech Found Div—ASCE,1964

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