|GOETECHNICAL EARTHQUAKE ENGINEERING||INM 533||0||3 + 0||3||6|
|Recommended Elective Courses|
|Level of the Course||Yüksek Lisans|
Dr.Öğr.Üyesi İSA VURAL
Forces acting to the soil structures become different during earthquakes relating to the soil conditions, so design and constructions methods change. Taking precautions and soil improving are necessary for reducing damages in liquefiable and weak soil areas.
Introduction-Earthquakes-Seismic risk and damages-Characteristics of stress-Strain and shear resistance-Dynamic soil tests-Soil amplification-Soil liquefaction-Evaluation methods of soil liquefaction-Precautions against liquifiable soils-Foundation design in seismic risk areas-Slope stability in seismic risk areas-Behaviour of retaining walls duing earthquakes-Numerical methods in the geotechnical earthquake engineering-Presentings homeworks.
|Learning Outcomes of the Course||Teaching Methods||Measurement Methods|
|1 - He/She can design shallow foundations for earthquake conditions.||4 - 1 -||A - C -|
|2 - He/She can make liquefaction analysis by using in situ test data.||4 - 1 -||A - C -|
|3 - He/She can calculate earthquake-induced settlement.||4 - 1 -||A - C -|
|4 - He/She can propose the method of soil improvement technique.||4 - 1 -||A - C -|
|Teaching Methods:||4:Drilland Practice 1:Lecture|
|Measurement Methods:||A:Testing C:Homework|