Relationships between size, slenderness ratio, strength and stress-strain for cylindrical specimens loaded in uniaxial and triaxial compression.

Date

1978

Author

Öncül, M. Kemal

Metadata

Show full item record

Item Usage Stats

77
views

0
downloads

URI

https://hdl.handle.net/11511/7056

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Relationships between the plasma spraying parameters and quality of Co-Mo-Cr-Si coatings Güler, İhsan; Doruk, Mustafa; Department of Metallurgical Engineering (1995)
Relationships between felt intensity and instrumental ground motion parameters for Turkey Bilal, Mustafa; Askan Gündoğan, Ayşegül; Department of Civil Engineering (2013) Earthquakes are among natural disasters with significant damage potential; however it is possible to reduce the losses by taking several remedies. Reduction of seismic losses starts with identifying and estimating the expected damage to some accuracy. Since both the design styles and the construction defects exhibit mostly local properties all over the world, damage estimations should be performed at regional levels. Another important issue in disaster mitigation is to determine a robust measure of ground m...
Relations between pore water pressure, stability and movements in reactivated landslides Gündoğdu, Bora; Huvaj Sarıhan, Nejan; Department of Civil Engineering (2011) Slope movements cause considerable damage to life and property in Turkey as well as in the world. Although they do not typically cause loss of life, slow landslide movements can severely damage structures, interrupt the serviceability of lifelines; and, related stabilization efforts can be too costly. Most of these slow-moving landslides are reactivated landslides in stiff clays and shales, and they are mainly triggered by rainfall induced high pore water pressures. In this study, a number of reactivated, s...
Relationship between suction and shear strength parameters of compacted METU campus clay Tilgen, Hüseyin Pars; Çokça, Erdal; Department of Civil Engineering (2003) In this study, the relationship between soil suction and shear strength parameters of compacted METU campus clay were investigated at different moisture contents. Soil samples were tested at optimum moisture content (i.e. w=20.8%), at dry side of optimum moisture content (i.e. w=14.8%, 16.8%, 18.8%) and at wet side of optimum moisture content (i.e. w=22.8%, 24.8%, 26.8%). Direct shear tests were performed to measure shear strength parameters (c', F') and soil suctions were measured by filter paper method af...
Relationship between the methylene blue test result and swelling percentage, swell pressure and suction of an expansive soil Karahan, Fatih; Çokça, Erdal; Department of Civil Engineering (1999)

Citation Formats

M. K. Öncül, “Relationships between size, slenderness ratio, strength and stress-strain for cylindrical specimens loaded in uniaxial and triaxial compression.,” Middle East Technical University, 1978.