Scientia Iranica

2011

DOI: 10.1016/j.scient.2011.05.038

|View full text |Cite

|

Sign up to set email alerts

|

Wall slope effects on the vertical pull-out capacity of tapered suction caissons

¹

,

Jafar Keyvani²,

Mahmood Nabipour

³

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Scale Effects1

Citation Types

Supporting

0

Mentioning

1

Contrasting

0

Year Published

2014

2014

2017

2017

Publication Types

Select...

Article3

Relationship

Self Cite1

Independent2

Authors

Journals

Cited by 3 publications

(1 citation statement)

References 19 publications

Supporting

0

Mentioning

1

Contrasting

0

Order By: Relevance

“…The numerical mode can then be used to predict the behavior of full-size caissons Zeinoddini et al 2011).…”

Section: Scale Effectsmentioning

confidence: 99%

Model testing of upright and tapered suction caissons in sand

¹

,

²

,

³

et al. 2014

Ships and Offshore Structures

Self Cite

View full text Add to dashboard Cite

Behaviour of upright suction caissons with regard to their applications, installation, load-bearing, etc., has already been investigated by a number of researchers. Some researchers have also addressed the behaviour of tapered piles under different loading conditions. However, there has not been any previous experimental experience regarding the performance of tapered suction caissons. This paper reports the results of a primarily experimental investigation intended as a first step to understanding the performance of tapered suction caissons. The 1g experiments have been carried out on small-scale caisson models having upright and sloping walls. The caissons have been installed in a very fine saturated silty sand, and the effects of geometrical parameters, wall slope and the soil density on the overall penetration force required for installation and the pull-out capacity of the cassion have been studied. Influence of pull-out rate on the ultimate capacities has also been investigated.

“…The numerical mode can then be used to predict the behavior of full-size caissons Zeinoddini et al 2011).…”

Section: Scale Effectsmentioning

confidence: 99%

Model testing of upright and tapered suction caissons in sand

¹

,

²

,

³

et al. 2014

Ships and Offshore Structures

Self Cite

View full text Add to dashboard Cite

Behaviour of upright suction caissons with regard to their applications, installation, load-bearing, etc., has already been investigated by a number of researchers. Some researchers have also addressed the behaviour of tapered piles under different loading conditions. However, there has not been any previous experimental experience regarding the performance of tapered suction caissons. This paper reports the results of a primarily experimental investigation intended as a first step to understanding the performance of tapered suction caissons. The 1g experiments have been carried out on small-scale caisson models having upright and sloping walls. The caissons have been installed in a very fine saturated silty sand, and the effects of geometrical parameters, wall slope and the soil density on the overall penetration force required for installation and the pull-out capacity of the cassion have been studied. Influence of pull-out rate on the ultimate capacities has also been investigated.

Uplift capacity prediction of suction caisson in clay using a hybrid intelligence method (GMDH-HS)

¹

,

²

,

³

2016

Applied Ocean Research

View full text Add to dashboard Cite

No abstract

Estimating uplift capacity of suction caissons in soft clay: A hybrid computational approach based on model tree and GP

¹

2017

Ocean Engineering

View full text Add to dashboard Cite

No abstract

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

hi@scite.ai

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

Product

Browser Extension Assistant by scite Citation Statement Search Reference Check Visualizations Dashboards Explore Journals Explore Organizations Explore Funders Embedding Badge Embedding Citation Search Pricing

Resources

Blog Help & FAQ Accessibility Statement API Terms For Universities & Governments For Researchers For Publishers For Corporate, Pharma & Enterprise Author Marketing Become an Affiliate Get an organization trial or quote scite Data & Services

About

News & Press Careers Read our Paper Coverage

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Copyright © 2024 scite LLC. All rights reserved.

Made with 💙 for researchers

Part of the Research Solutions Family.