Effects of wave period on the stability of rubble-mound breakwaters.

Date

1981

Author

Merzi, Nuri

Metadata

Show full item record

Item Usage Stats

URI

https://hdl.handle.net/11511/5027

Collections

Suggestions

Effects of piles on the stability of slopes. Akın, Levent; Department of Civil Engineering (1981)
Effects of the maximum size of crushed aggregate on the compressive strength of concrete. Altunsu, Halil Tuncay; Erdoğan, Turhan Y.; Department of Civil Engineering (1993)
Effects of channel geometry and orientation on forced flow boiling of water and burnout. Yücel, Birol; Kakaç, Sadık; Department of Mechanical Engineering (1976)
Effects of tar and bitumen on the stability and void ratio values of asphaltic concrete mixtures and their behavior under different temperatures. Edes, Selim; Department of Civil Engineering (1967)
EFFECTS OF SPATIAL VARIABILITY OF MARGINAL FILLS ON EXTERNAL STABILITY OF REINFORCED SLOPES Durmaz, Muhammet; Huvaj Sarıhan, Nejan; Turgut, Atalay Mert; Öztürk, Nur (null; 2019-11-15) Geosynthetic reinforced soil walls and slopes are typically designed using clean granular fills. In recent years, granular soils containing some percentages of fines content (marginal fills) are being used, e.g. 35% fines content is allowed in the granular fill by NCMA (2006), provided that sufficient drainage measures are taken. Designing with granular soils that can have variable proportions of fines content, leads to the consideration of variability of soil properties such as shear strength and unit weig...

Citation Formats

N. Merzi, “Effects of wave period on the stability of rubble-mound breakwaters.,” Middle East Technical University, 1981.