INVESTIGATION OF SHEAR STRENGTH OF PREFAILED OVERCONSOLIDATED HIGH AND LOW PLATIC CLAYEY SLOPES WITH FAST SHEARING
by
Gültekin Kyrym
A defense for the degree of Master of Science
Thesis Supervisor: Prof. Dr. Erol Güler
Date&Time: 09.05.2006 16:30
Place: Yn?aat Mühendisli?i Toplanty Odasy
Recent Thesis Defenses:
- Modeling and Analysis of the Historical Masonry Structures
- Response Modification Factors for Memont Resishing and Eccentrically Braced Steel Frames
- Response Modification Factors for Concentrically Braced Steel Frames
- Earthquake Effects on Histroical Masonry Buildings in Üsküdar & Analysis of Maiden’s Tower
- Investigation of Stylized Facts Considering Single Asset Market Models
- Analysis of the Behaviour of Geotextile Reinforced Slopes with Different Kinds of Foundations, Backfills and Inclinations with Finite Elements Method
- Ambient Vibration Signature Analysis with Subpace Methods: Case Studies
- Seismic Response of Concentrically Braced Steel Frames with INERD Connections
- Numerical Analysis of Reinforced Earth Abutments
- Arterial Signal Coordination and Optimization: A Case Study in Ystanbul
- NUMERICAL MODELING OF WATER WAVE PROPAGATION USING MESHLESS MULTIQUADRIC METHOD
- Measurement of Delay at Sturated and Unsaturated Signalized Intersections-Istanbul Case
- Investigation of Shear Strength of Prefailed Overconsolidated High and Low Platic Clayey Slopes with Fast Shearing
- Structural Ideutilication of Sehzade Mosque Throgh Static and Dynamic Analyses
- Assessment of Masonry Arch Bridges by Mechanism Method
- Modelling of Landslide Triggering Mechanism
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