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18 Temmuz 2026 Yeşilyurt (Malatya) M5,0 Depremi: Teknik Değerlendirme
Yeşilyurt'un güneydoğusunda meydana gelen Mww 5,0 depremin konumu, büyüklüğü, bölgesel tektoniği ve mühendislik açısından doğru yorumlanması.
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Soil Mechanics and Laboratory
11 articles
Soil Mechanics
Engineering Classification of Soils: The USCS Approach
An academic review of the Unified Soil Classification System through particle size, plasticity and group symbols.
Soil Mechanics
Particle-Size Distribution: Sieve and Hydrometer Analysis
Deriving soil gradation curves, characteristic diameters and engineering interpretation of test results.
Soil Mechanics
Engineering Meaning of Atterberg Limits and Consistency Indices
Technical interpretation of liquid limit, plastic limit, plasticity index and derived consistency indicators.
Soil Mechanics
Effective Stress and Pore-Water Pressure
The fundamental relationship between total stress, pore pressure and effective stress in soil behaviour.
Soil Mechanics
One-Dimensional Consolidation and Settlement Analysis
Stress increase, preconsolidation pressure, compression indices and time-dependent settlement in clay.
Soil Mechanics
Soil Shear Strength and the Mohr–Coulomb Model
Correct interpretation of cohesion, friction angle, drainage condition and stress path.
Soil Mechanics
Direct Shear versus Triaxial Testing
Boundary conditions, outputs and project-based selection of two principal strength tests.
Soil Mechanics
Geotechnical Interpretation of CPT and CPTu
Evaluation of soil profiles from cone resistance, sleeve friction and pore-pressure data.
Geotechnical Knowledge
How SPT Data Supports Cross-Section Interpretation
The role and limitations of penetration resistance in understanding subsurface variability.
Geotechnical Knowledge
What Do Atterberg Limits Tell Us?
Using liquid limit, plastic limit and plasticity index to understand fine-grained soils.