A PARAMETRIC STUDY ON THE PULL-OUT RESPONSE OF SUCTION CAISSONS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

ZEYN ALDINI M.; NABIPOUR M.

Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF MARINE ENGINEERING Year:2009 | Volume:5 | Issue:9 Page(s): 1-16

Download Full-Text

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

View:

868

Download:

253

Cites:

Information Journal Paper

Title

A PARAMETRIC STUDY ON THE PULL-OUT RESPONSE OF SUCTION CAISSONS

Author(s)

ZEYN ALDINI M. | NABIPOUR M. | Issue Writer Certificate

Keywords

SUCTION CAISSONQ3

PULL-OUT CAPACITYQ3

OFFSHORE STRUCTURESQ3

SANDQ3

CLAYQ3

DRAINEDQ3

UNDRAINEDQ3

ASPECT RATIOQ3

Abstract

SUCTION CAISSON foundation systems have been successfully used in the past two decades in numerous occasions on a variety of OFFSHORE STRUCTURES in a wide range of environments. The PULL-OUT CAPACITY of SUCTION CAISSONs remains a critical issue in their applications, and reliable methods of predicting the capacity are required in order to produce effective designs. In the current study a numerical approach has been chosen to investigate the behavior of SUCTION CAISSONs under pull-out loads. The model has first been calibrated against available experimental data and also been verified against other test data. The verified model has then been used to study the influence of a number of parameters on the pull-out behavior of SUCTION CAISSONs. Variations in the soil type, soil cohesion, internal friction angle, dilatancy angle, Poisson's ratio and the ASPECT RATIO of the caisson have been studied. Soil nonlinearities, soil/caisson interactions, drainage conditions and suction effects have also been taken into consideration. Simple approximations have been put forward to express the effects from above mentioned different parameters on the PULL-OUT CAPACITY. These approximations have also been compared with some analytical and simplified relationships proposed by other researchers.

Cites

No record.

References

No record.

Cite

APA: Copy

ZEYN ALDINI, M., & NABIPOUR, M.. (2009). A PARAMETRIC STUDY ON THE PULL-OUT RESPONSE OF SUCTION CAISSONS. JOURNAL OF MARINE ENGINEERING, 5(9), 1-16. SID. https://sid.ir/paper/60896/en

Vancouver: Copy

ZEYN ALDINI M., NABIPOUR M.. A PARAMETRIC STUDY ON THE PULL-OUT RESPONSE OF SUCTION CAISSONS. JOURNAL OF MARINE ENGINEERING[Internet]. 2009;5(9):1-16. Available from: https://sid.ir/paper/60896/en

IEEE: Copy

M. ZEYN ALDINI, and M. NABIPOUR, “A PARAMETRIC STUDY ON THE PULL-OUT RESPONSE OF SUCTION CAISSONS,” JOURNAL OF MARINE ENGINEERING, vol. 5, no. 9, pp. 1–16, 2009, [Online]. Available: https://sid.ir/paper/60896/en

Related Journal Papers