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
Undrained shear strength of remoulded clays as measured by the laboratory vane and fall cone tests.
Download
033569.pdf
Date
1993
Author
Yüksel, Selçuk
Metadata
Show full item record
Item Usage Stats
104
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/10182
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Undrained shear strength of a remolded clay through triaxial tests.
Altun, Orhan; Department of Civil Engineering (1981)
Undrained modulus of cohesive soils as determined on laboratory - prepared homogeneous clay samples.
Ezer, Sukru; Department of Civil Engineering (1974)
Undrained cyclic shear and deformation behavior of silt-clay mixtures of Adapazan, Turkey
Yilmaz, MT; Pekcan, Onur; Bakir, BS (2004-09-01)
The city of Adapazari, which is mostly located on a deep alluvial basin in the near field of the ruptured fault, experienced substantial damage during the 17 August 1999 Kocaeli (Izmit), Turkey earthquake (M-w 7.4). Besides over 2800 collapsed and heavily damaged buildings in the city, numerous cases of displacements of various forms and levels occurred at the building foundations. The undrained shear and deformation behavior of silt-clay mixtures encountered at the sites with significant foundation displac...
Undrained stability of residual soil in karst
AKTÜRK, ÖZGÜR; Drumm, Eric C.; Tutluoǧlu, Levent; Akgün, Haluk (2008-12-01)
Human activity on the karst landscape can result in subsidence or collapse, particularly when the thickness of the residual soil layer is reduced due to excavation. When collapse occurs beneath or adjacent to structures or highways, it may result in extensive damage. The stability of the residual soils that overlie solution cavities in limestone is often a concern during the construction, and a simple means to evaluate the stability of these residual soils may be valuable. In this study, the undrained stabi...
Inelastic buckling of columns with non-uniform cross sections.
Keyder, Engin; Department of Civil Engineering (1962)
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. Yüksel, “Undrained shear strength of remoulded clays as measured by the laboratory vane and fall cone tests.,” Middle East Technical University, 1993.
