The Undrained Vertical Bearing Capacity of Skirted Foundations-Reference-Cited by-同舟云学术

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The Undrained Vertical Bearing Capacity of Skirted Foundations

Published:2007-06 Issue:3 Volume:47 Page:493-505
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Yun G.,Bransby M.F.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. Numerical modelling of a centrifuge embankment on soft clay;Almeida;Can. Geotech. J.,1986

2. Permeability and stress-strain response of speswhite kaolin;Al-Tabba,1987

3. Installation of the Troll Phase 1 Gravity Base Platform;Andenaes,1996

4. Shear strength along inside of suction anchor skirt wall in clay;Anderson,2004

5. Finite element modelling of skirted strip footings subject to combined loadings;Bransby,1997

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2. Numerical study of the bearing capacity of the hybrid skirted foundations in silty sand under combined loading;Applied Ocean Research;2024-09

3. Undrained HM bearing capacity of hybrid foundations in spatially variable soils;Computers and Geotechnics;2024-09

4. Bearing Capacity of Hybrid Skirted Foundations in Silty Sand-over-Clay under Combined VHM Loading;International Journal of Geomechanics;2024-08

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