Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
The effect of crown walls on the slope stability of rubble mound breakwaters.
Date
1980
Author
ERgen, Mehmet Hamdi
Metadata
Show full item record
Item Usage Stats
165
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/4977
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
The effect of temperature variation on the tensile strength of concrete.
Akyılmaz, Mehmet Özdemir; Department of Civil Engineering (1969)
The effect of concrete cover on the corrosion protection of embedded reinforcing steel.
Ozak, Ali Ishak; Department of Civil Engineering (1976)
The effect of type compaction on strength-deformation characteristics of a silty clay.
Erol, Orhan; Department of Civil Engineering (1971)
The effect of drawing temperature and additives on the drawing behaviour and oxidative degradation of high density polyethylene.
Çimen, İrfan; Department of Chemistry (1982)
The effects of strain rate on the shear strenght of cohesive soils.
Özkan, Osman Özer; Department of Civil Engineering (1965)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. H. ERgen, “The effect of crown walls on the slope stability of rubble mound breakwaters.,” Middle East Technical University, 1980.