Chapter
Apr 26, 2012

Application of Expected Sliding Distance Method for Composite Breakwaters Design

Publication: Coastal Engineering 2000

Abstract

Estimating the probability distribution of deformation is essential in the future design of composite breakwaters. In this paper, characteristics of the sliding phenomena and a method to calculate the sliding distance are described, and the deformation-based reliability design, named the expected sliding distance method, is proposed. This new design gives a more economical cross section of the breakwater than that by the current design especially in a shallow water area.

Get full access to this article

View all available purchase options and get full access to this chapter.

Information & Authors

Information

Published In

Go to Coastal Engineering 2000
Coastal Engineering 2000
Pages: 1885 - 1898

History

Published online: Apr 26, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Kenichiro Shimosako [email protected]
Chief of Maritime Structures Lab., Port and Harbour Res. Inst., 3-1-1 Nagase, Yokosuka, Japan 239-0826. E-mail: [email protected]
Shigeo Takahashi
Director, for Special Research, Port and Harbour Res. Inst., 3-1-1 Nagase, Yokosuka, Japan 239-0826

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

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 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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share