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 modulus of cohesive soils as determined on laboratory - prepared homogeneous clay samples.
Date
1974
Author
Ezer, Sukru
Metadata
Show full item record
Item Usage Stats
79
views
0
downloads
Cite This
URI
https://hdl.handle.net/11511/4320
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
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 shear strength of a remolded clay through triaxial tests.
Altun, Orhan; Department of Civil Engineering (1981)
Measyrement of mean wind speed by using laser scintillations and one-bit correlation technique.
Turhan, Hasan Umit; Department of Electrical Engineering (1978)
Incompressible flow simulations using least squares spectral element method on adaptively refined triangular grids
Akdağ, Osman; Sert, Cüneyt; Department of Mechanical Engineering (2012)
The main purpose of this study is to develop a flow solver that employs triangular grids to solve two-dimensional, viscous, laminar, steady, incompressible flows. The flow solver is based on Least Squares Spectral Element Method (LSSEM). It has p-type adaptive mesh refinement/coarsening capability and supports p-type nonconforming element interfaces. To validate the developed flow solver several benchmark problems are studied and successful results are obtained. The performances of two different triangular ...
ENTHALPY - ENTROPY AND FREQUENCY FACTOR - ACTIVATION-ENERGY COMPENSATION RELATIONS FOR DIFFUSION IN STARCH AND POTATO TISSUE
OZILGEN, M (Wiley, 1993-02-01)
Diffusion of water in hydrated starch, hydrated starch plus sucrose, and diffusion of glucose, potassium, magnesium and ascorbic acid in potato tissue, i.e. a major natural source of starch, were analyzed with Eyring's diffusion theory and the compensation relations. The results implied that there may be an isokinetic temperature for the diffusion of water in amioca (amylopectin, one of the major macromolecular components of starch) and hylon 7 (native corn starch). Having an isokinetic temperature may impl...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. Ezer, “Undrained modulus of cohesive soils as determined on laboratory - prepared homogeneous clay samples.,” Middle East Technical University, 1974.