Akademik Dersler - İçerik

Determines the most appropriate ground improvement methods for the project in the light of soil survey data and performs the engineering designs of these methods.
Selects the most appropriate method for the site conditions among compaction, reinforcement, grouting or drainage techniques according to the soil survey results
Performs design calculations for stone column, jet grout, preloading and soil mixing methods
Controls the effectiveness and quality of soil improvement applications by using various field and geophysical test methods.
Interprets data from field tests such as SPT, CPT, pressuremeter and vane shear for ground control purposes.
Analyzes the dynamic properties and wave propagation velocities of the soil by means of seismic refraction and cross-hole seismic tests.
Evaluates the stability of improved soils through jet grout loading tests and quality control tests.
Conducts slope stability analyses based on limit equilibrium theories by examining the mechanics of mass movements and landslides.
Defines the geometric, hydrological and mechanical factors triggering mass movements such as fall, slide, spread, and flow on slopes
Analyzes slip surfaces and calculates the factor of safety with slice methods such as Swedish circle, ordinary method of slices, Bishop, and Morgenstern-Price.
Applies various structural measures and media property improvement techniques to ensure slope stability and eliminate failure risks.
Designs geometric and hydrological solutions such as benching, excavation-fill, and groundwater drainage to increase the stability of slopes.
Integrates structural support systems such as ground anchors, soil nails, rock bolts, and gabions into unstable slope surfaces.
Develops biotechnical media improvement solutions such as geogrid, geotextile, and afforestation for erosion control.
Evaluates seismic slope stability, liquefaction potential, and lateral spreading problems by examining the dynamic behavior of soils under earthquake loads.
Performs inertial seismic stability calculations using pseudo-static approach and Newmark analysis on slopes under earthquake effects.
Determines the liquefaction potential of soils under groundwater using cyclic stress and resistance ratios.
Models liquefaction-induced flow slides and lateral spreading deformations using empirical methods.