DOIONLINE 
DOIONLINE Publish In |
International Journal of Advances in Mechanical and Civil Engineering (IJAMCE)-IJAMCE |
 Journal Home Volume Issue |
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Issue |
Volume-4,Issue-3 ( Jun, 2017 ) | |||||||||
Paper Title |
Comparıson of Effıcıent (Effectıve) Stress Analysıs Methods on Hıghway Fıll Constructed on Clay Ground | |||||||||
Author Name |
Baran Toprak, Ersin Korkmaz | |||||||||
Affilition |
Kırıkkale University Engineering Faculty Civil Engineering Department Yahsihan Kırıkkale Turkey | |||||||||
Pages |
55-57 | |||||||||
Abstract |
In the developing world, the use of land and the raise of building loads increase the importance of slope stability day by day. Changing the position of soil or rock units forming the slope by tilting downward along the slope until they reach equilibrium with the effect of shear deformation or gravity is called landslides. Landslides cause economic and cultural loss and also threaten the safety of life. In this study, Effective Stress Analysis Methods for circular and non-circular failure surfaces in slopes have been examined. Keywords: Landslide, Slope Stability, Effective Stress Analysis Methods, Failure Surface. | |||||||||
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