STUDY OF MINIMUM WIDTH OF CORE IN RUBBLE-MOUND BREAKWATERS

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.

HAJIMOHAMMADI R.; FAKHER A.

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

Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2006 | Issue:7

Download Full-Text

View:

118

Download:

Information Seminar Paper

Title

STUDY OF MINIMUM WIDTH OF CORE IN RUBBLE-MOUND BREAKWATERS

Author(s)

HAJIMOHAMMADI R. | FAKHER A.

Keywords

MOUND BREAKWATERS

WIDTH

LAND-BASED METHOD

LAYER

HORIZONTAL SURFACE

Abstract

THE TRADITIONAL WIDTH OF DESIGNED CORE LAYERS OF BREAKWATERS IN IRAN IS OFTEN MORE THAN THE SIMILAR KINDS OUTSIDE THE COUNTRY. THEREFORE, THIS STUDY FOCUSED IN THE MINIMUM WITH OF CORE IN THE BREAKWATERS. THIS WIDTH HAS REACHED TO 11M AND EVEN MORE IN SOME PROJECTS. PERVIOUS STUDIES SHOWED THAT IRANIAN BREAKWATERS ARE GENERALLY CONSTRUCTED BY LAND BASE METHODS. THE DOMINANT FACTORS ON THE WIDTH OF CORE ARE NOT HYDRAULIC OR GEO-TECHNICAL VARIABLES, BUT PROVIDING THE POSSIBILITY OF ASSURED ACTIVITY OF MACHINERY ON THE BREAKWATER IS THE IMPORTANT FACTOR. ALSO, THE RESULTS SHOWED THAT THE WIDTH CAN BE LESS THAN THE CURRENT RATE IN MOST OF IRANIAN BREAKWATERS. IT IS CONCLUDED THAT THE WIDTH COULD BE REDUCED USING SUITABLE CONSTRICTION METHODS SUCH AS IMPLEMENTATION OF A CORE LAYER IN TWO LEVELS, USE OF HORIZONTAL SURFACE OF THE FILTER LAYER, IMPLEMENTATION OF AN STEEP SLOPE OF CORE IN THE FIRST STAGE, USE OF TEMPORARY PROTECTION AND DELAYING THE USE OF HEAVY CRANE FOR DEPLOYMENT OF STONE TO THE END OF THE WORK. THE ABOVE-MENTIONED METHODS CAN BE A SUITABLE FOR REDUCING THE WIDTH OF BREAKWATERS AND THEIR EXPENSES.

Cites

No record.

References

No record.

Cite

APA: Copy

HAJIMOHAMMADI, R., & FAKHER, A.. (2006). STUDY OF MINIMUM WIDTH OF CORE IN RUBBLE-MOUND BREAKWATERS. INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/908307/en

Vancouver: Copy

HAJIMOHAMMADI R., FAKHER A.. STUDY OF MINIMUM WIDTH OF CORE IN RUBBLE-MOUND BREAKWATERS. 2006. Available from: https://sid.ir/paper/908307/en

IEEE: Copy

R. HAJIMOHAMMADI, and A. FAKHER, “STUDY OF MINIMUM WIDTH OF CORE IN RUBBLE-MOUND BREAKWATERS,” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2006, [Online]. Available: https://sid.ir/paper/908307/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops