Vertical bearing capacity of tapered piles in sands using cavity expansion theory-Reference-Cited by-同舟云学术

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Vertical bearing capacity of tapered piles in sands using cavity expansion theory

Published:2013-12 Issue:6 Volume:53 Page:853-867
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Manandhar Suman,Yasufuku Noriyuki

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference37 articles.

1. Cavity expansion in sands with curved envelopes;Baligh;J. Geotech. Eng.: ASCE,1976

2. Field tests on piles in sand;BCP Committee;Soils Found.,1971

3. The strength and dilatancy of sands;Bolton;Géotechnique,1986

4. Discussion on the strength and dilatancy of Sands;Bolton;Géotechnique,1987

5. Load transfer for axially loaded piles in clay;Coyle;Int. J. Soil Mech. Found. Div.: ASCE,1966

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1. Drained cavity expansion analysis with a unified hardening (UH) model for clays and sands;2024-04-19

2. Coupled thermomechanical analysis for cavity expansion under non-isothermal conditions;Computers and Geotechnics;2024-04

3. Study on Pile-End Resistance of Static Pile with Different Cone Apex Angle in Clay;2024-02-05

4. A cavity expansion theory-based hyperbolic model for the pull-out force of a compaction-grouted soil nail;Computers and Geotechnics;2024-02

5. Review of the State-of-the-Art on Response on Tapered Piles to Different Loading Conditions;Indian Geotechnical Journal;2024-01-22

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