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
Earthwuake induced permanent displacements in embankment dams.
Date
1980
Author
Ertuğrul, Mehmet Emin
Metadata
Show full item record
Item Usage Stats
72
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/4978
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Earthwuake induced deformations of fill dams.
Ozgür, Mehmet Necat; Department of Civil Engineering (1980)
Sediment transport in closed conduits with unsteady motion.
Özgüneş, Ahmet; Department of Civil Engineering (1969)
Flood zonging process and flood plain regulation studies in Turkey.
Sancaktar, Celal; Department of Civil Engineering (1974)
Soil liquefaction, landslides and subsidences
Bardet, J. P.; Çetin, Kemal Önder; Lettis, W.; Rathje, E.; Rau, G.; Seed, R. B.; Ural, D. (2000-12-01)
Landslide stabilization by piles: A case history
Şengör, Mahmut Yavuz; Ergun, Mehmet Ufuk; Huvaj Sarıhan, Nejan (null; 2013-09-02)
During the foundation excavation of an industrial plant in Eskişehir, Turkey, a landslide occurred in the neighbouring slope, and consequently, the excavation had to be stopped. The instability occurred in a natural slope which had an average slope angle of 9-13 degrees. The aerial extent of the slide mass was 400 m by 115 m. The material in the slope was 7 to 20 meter-thick colluvium (slide debris), which constitutes a historic landslide mass, underlain by a gravelly sandy silty clay matrix containing lim...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
M. E. Ertuğrul, “Earthwuake induced permanent displacements in embankment dams.,” Middle East Technical University, 1980.