Chapter
Dec 31, 2015
Dolos Design Using Reliability Methods
Authors: Jeffrey A. Melby and George F. TurkAuthor Affiliations
Publication: Coastal Engineering 1992
Abstract
Historically, concrete armor unit design has not included conventional structural design methods. The primary reason is the lack of knowledge of the loads and the resulting structural response. Also, complex and random boundary conditions and wave loading made the engineering problem difficult. With recent advances in concrete armor unit stress prediction and measurement methods, we can begin to utilize conventional structural design methods in concrete armor design. This paper adapts conventional structural reliability design methods in the Load and Resistance Factor Design (LRFD) format to allow a unified approach to both reinforced and unreinforced dolos design. Stress prediction methods are validated for several well known structures. Then LRFD methods are described and applied generically for both unreinforced and reinforced dolos design. The reliability methods described herein are adaptable for general concrete armor unit design.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 1993 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
Permissions
Request permissions for this article.
ASCE Technical Topics:
Authors
Affiliations
Jeffrey A. Melby
Research Hydraulic Engineers, Coastal Engineering Research Center, U. S. Army Engineer Waterways Experiment Station, Vicksbuig, MS, 39180
George F. Turk
Research Hydraulic Engineers, Coastal Engineering Research Center, U. S. Army Engineer Waterways Experiment Station, Vicksbuig, MS, 39180
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.