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
Backslope stability of rubble mound breakwaters.
Date
1982
Author
Serpil, Mehmet
Metadata
Show full item record
Item Usage Stats
59
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/5788
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Backcalculation of pavement layer properties using artificial neural network based gravitational search algorithm /
Öcal, Arda; Pekcan, Onur; Department of Civil Engineering (2014)
Transportation agencies need to make accurate decisions about maintenance strategies to provide sustainability of pavements. Non-destructive pavement evaluation means play a crucial role when making such assessments. A commonly used method is to use Falling Weight Deflectometer (FWD) device which measures the surface deflections under imposed loadings. Determination of layer properties through the use of FWD deflections is known as pavement layer backcalculation. This process requires the use of mathematica...
Wave run-up on rubble mound shore structures formed by cubic concrete blocks.
Akdemir, Hasan Nurhan; Department of Civil Engineering (1978)
Creep movements of reactivated landslides
Huvaj Sarıhan, Nejan (null; 2009-10-02)
Wave run-up on rubble mound breakwater with composite slopes.
Kuzucu, Sermet F; Department of Civil Engineering (1973)
Flexural cracking in partially prestresses concrete beams.
Keyder, Engin; Ersoy, Uğur; Department of Civil Engineering (1972)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. Serpil, “Backslope stability of rubble mound breakwaters.,” Middle East Technical University, 1982.