Shear strength and volume change characteristics of compacted-unsaturated METU campus clay.

Download
093217.pdf
2000
Cora, Özlem
Show full item record
145
views
0
downloads
https://hdl.handle.net/11511/6642
Graduate School of Natural and Applied Sciences, Thesis

Suggestions

Shear strength and compressibility behaviour of sand-clay mixtures
Bayoğlu, Esra; Erol, Orhan; Department of Civil Engineering (1995)
Shear strength behavior of granular fill-clayey soil interfaces and improvement with dowels
Öztürk, Şevki; Ergun, Mehmet Ufuk; Department of Civil Engineering (2015)
Shear failures of interfaces between granular material and clay are frequently encountered in engineering practice. In earthfill dams, road embankments and spoil piles in mining operations, granular materials are placed on clay, and shear failures and/or large movements are observed along interfaces. When dealing with this type of a problem selecting representative shear strength parameters is difficult. Furthermore in the literature no accepted procedure is available to select these parameters. This study ...
Shear strength of two clays in the Ankara region.
Bakiskan, Ismail; Department of Civil Engineering (1978)
Shear strength of municipal solid waste for stability analyses
Stark, Timothy D.; Huvaj Sarıhan, Nejan; Li, Guocheng (Springer Science and Business Media LLC, 2009-06-01)
This paper investigates the shear strength of municipal solid waste (MSW) using the back analysis of failed waste slopes as well as field and laboratory test results. Shear strength of MSW is a function of many factors such as waste type, composition, compaction, daily cover, moisture conditions, age, decomposition, overburden pressure, etc. These factors together with non-standardized sampling methods, insufficient sample size to be representative of in situ conditions, and limited shear displacement or ax...
Shear strength of sand under vibrations.
Balay, Behzat; Department of Civil Engineering (1970)
Citation Formats
Ö. Cora, “Shear strength and volume change characteristics of compacted-unsaturated METU campus clay.,” Middle East Technical University, 2000.
METU IIS - Integrated Information Service open@metu.edu.tr