Akademik Dersler - İçerik

Defines the physical and engineering properties of soils.
Explains the mineral composition and particle size characteristics of soils.
Calculates parameters such as water content, unit weight, and void ratio of soils.
Evaluates the significance of soil properties in engineering applications.
Explains soil classification and index properties.
Determines grain-size distribution through sieve and hydrometer analyses.
Applies classification systems using soil plasticity characteristics.
Interprets the influence of classification methods on engineering design.
Analyzes soil mass-volume relationships, compaction, and compression behavior.
Evaluates soil saturation and density conditions using mass–volume relationships.
Determines optimum moisture content and maximum dry unit weight from compaction test data.
Analyzes soil compression behavior using laboratory results.
Evaluates geostatic stresses, settlement types, and the consolidation process in soils.
Calculates total, pore-water, and effective stresses in soil layers.
Differentiates among types of settlement (immediate, consolidation, secondary).
Interprets consolidation test data to estimate settlement magnitudes.
Interprets earthquake effects, liquefaction, and soil–dynamic interactions.
Explains the characteristics of earthquake waves and soil response.
Analyzes the conditions and consequences of soil liquefaction.
Evaluates the role of soil dynamic parameters in engineering design.
Applies and interprets field tests to determine soil properties.
Explains the purpose of Standard Penetration, Cone Penetration, and Dilatometer tests.
Calculates soil parameters using field test data.
Compares results from different in-situ tests to interpret soil behavior.