An Axisymmetric Model for Ultimate Capacity of a Single Pile in Sand-Reference-Cited by-同舟云学术

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An Axisymmetric Model for Ultimate Capacity of a Single Pile in Sand

Published:2002-04 Issue:2 Volume:42 Page:47-58
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Hanna Adel M.,Nguyen T.Q.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference20 articles.

1. Load bearing capacity and deformation of piled foundations;Berezantzev,1961

2. Canadian Geotechnical Society;Canadian Foundation Engineering Manual,1985

3. New design correlation for piles in sand;Coyle;J. of Geotech. Engrg. Div., ASCE,1981

4. Static penetration resistance of soils;Durgunoglu,1973

5. The reliability of conventional design methods for driven piles in sand;Gavin,1996

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1. Parametric Study of Helical Piles Subjected to Compression and Tension Loading Through Finite Element Analysis: A Case Study;Indian Geotechnical Journal;2024-03-07

2. Variation of Stiffness at the Tip of Piles Subjected to Load-Unload Cycles: Numerical Modeling;Indian Geotechnical Journal;2023-12-20

3. Effects of rock-support and inclined-layer conditions on load carrying behavior of piled rafts;GEOMECH ENG;2019

4. Analysis on Response of Destructive Piles with and without Post-Grouting Craftwork;Advanced Materials Research;2013-03

5. Investigation into Skin Friction of Bored Pile Including Influence of Soil Strength at Pile Base;Marine Georesources & Geotechnology;2013-01

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