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|Title:||Design of rubble foundation and rubble toe protection|
|Authors:||Coastal Engineering Research Center (U.S.)|
Rubble toe foundation
|Publisher:||Coastal Engineering Research Center (U.S.)|
Engineer Research and Development Center (U.S.)
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.
|Appears in Collections:||Technical Note - Section III Coastal Structures|