Please use this identifier to cite or link to this item:
Title: Armor unit placement method versus stability coefficients
Authors: Coastal Engineering Research Center (U.S.)
Keywords: Armor unit placement method
Pacific Northwest
Issue Date: Mar-1985
Publisher: Coastal Engineering Research Center (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Coastal engineering technical note ; CETN-III-4.
Description: Technical note
Background: A rubble structure is made up of several layers of randomly-shaped, randomly-placed stones, protected with a cover layer of selected armor units of either of units of either quarrystone or specially shaped concrete units. The stability coefficient KD varies directly with several of the armor unit characteristics, including roughness of the armor unit surface, angular shape, and degree between units. Of these, the degree of interlocking, which is of special interest in this note, is the variable most easily altered by the placement technique.
Appears in Collections:Technical Note - Section III Coastal Structures

Files in This Item:
File Description SizeFormat 
CETN-III-4.pdf279.43 kBAdobe PDFThumbnail