Please use this identifier to cite or link to this item:
https://hdl.handle.net/11681/2191
Full metadata record
DC Field | Value | Language |
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dc.contributor.author | Coastal Engineering Research Center (U.S.) | - |
dc.date.accessioned | 2016-03-11T18:45:28Z | - |
dc.date.available | 2016-03-11T18:45:28Z | - |
dc.date.issued | 1988-03 | - |
dc.identifier.uri | http://hdl.handle.net/11681/2191 | - |
dc.description | Technical note | - |
dc.description | Purpose: To make basic design guidance found on pages 7-243 and 7-244 of SPM for design of rubble foundation for composite breakwater and rubble toe protection for vertical wall breakwater and bulkhead conform to recent changes to design guidance. This method provides a more conservative design than that presented in the SPM and is recommended for nonbreaking wave designs for both toe protection for vertical wall breakwaters and bulkhead and foundations for composite breakwaters as illustrated in Figure 1. | - |
dc.publisher | Coastal Engineering Research Center (U.S.) | - |
dc.publisher | Engineer Research and Development Center (U.S.) | - |
dc.relation | http://acwc.sdp.sirsi.net/client/en_US/search/asset/1000232 | - |
dc.rights | Approved for public release; distribution is unlimited. | - |
dc.source | This Digital Resource was created from scans of the Print Resource. | - |
dc.subject | Rubble foundation | - |
dc.subject | Rubble toe foundation | - |
dc.subject | Breakwater | - |
dc.subject | Bulkhead | - |
dc.title | Design of rubble foundation and rubble toe protection | - |
dc.type | Report | en_US |
Appears in Collections: | Technical Note |
Files in This Item:
File | Description | Size | Format | |
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CETN-III-39.pdf | 172.43 kB | Adobe PDF | View/Open |