학술논문

EXPERIMENTAL STUDY ON STABILITY OF ARMOR STONES OF COMPOSITE MOUND (PART 2)
Document Type
Journal Article
Source
PROCEEDINGS OF CIVIL ENGINEERING IN THE OCEAN. 2000, 16:493
Subject
Leveling of armor stones
critical depth of stability
hydraulic experiment breakwater covered with wave dissipating blocks
relaxation of construction criterion
Language
English
ISSN
0912-7348
1884-8265
Abstract
The relaxation of the construction criterion for leveling of armor stones in mound is expected to reduce theconstruction cost of a breakwater covered with wave dissipating blocks in Open Sea. The stability of armor stonesin the “non-leveling” and “heaping up” construction methods is studied in a hydraulic experiment. The result forthese cases is compared with that for the general leveling. Additionally, the diagram giving the critical depth for anallowable damage rate of approximately 3% in the non-leveling method is proposed.