ISTANBUL OKAN UNIVERSITY INFORMATION PACKAGE / COURSE CATALOGUE
| Geotechnics non-thesis | |||||
| Master | TR-NQF-HE: Level 7 | QF-EHEA: Second Cycle | EQF-LLL: Level 7 | ||
General course introduction information
| Course Code: | CE583 | ||||||||
| Course Name: | Landslide Engineering | ||||||||
| Course Semester: | Fall | ||||||||
| Course Credits: |
|
||||||||
| Language of instruction: | TR | ||||||||
| Course Requisites: | |||||||||
| Does the Course Require Work Experience?: | No | ||||||||
| Type of course: | Department Elective | ||||||||
| Course Level: |
|
||||||||
| Mode of Delivery: | Face to face | ||||||||
| Course Coordinator : | Dr.Öğr.Üyesi SAEID ZARDARI | ||||||||
| Course Lecturer(s): |
Assoc. Prof. AHMET KARAKAŞ |
||||||||
| Course Assistants: |
Course Objective and Content
| Course Objectives: | This course aims to introduce students who have acquired skills to analyse problems of soil and rock mechanics in unstable masses in the form of natural and man made slopes. The student also learns the technological possibilities in the construction industry to form stable slopes enabling him to take the right decision. |
| Course Content: | Development of natural slopes;cuts Classification of mass movements Measurement of relevant soil properties Measurement of relevant rock properties Stability of soil slopes : limit equlibrium methods Stability of soil slopes : slice methods Essentials of stereographic projection Analysis of slopes in rock Use of stability diagrams in stability analyis Control and prevention of mass movements Numerical analysis in stability studies |
Learning Outcomes
The students who have succeeded in this course;
|
||||||||||||||||||||||||||||||||||||
Lesson Plan
| Week | Subject | Related Preparation |
| 1) | -Formation of slopes, cutting of slopes | -Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 2) | -Landslide Classification | Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 3) | -Purposeful determination of media properties | Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 4) | -Measuring media properties | Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 5) | Stability of ground slopes: limit equilibrium methods-wholesale failure | Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 6) | Stability of ground slopes: limit equilibrium methods-wholesale failure | -Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 7) | -Stability of ground slopes: limit equilibrium-slice methods | -Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 8) | -Stability of ground slopes: limit equilibrium-slice methods | -Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 9) | Midterm | -Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 10) | -Slopes and slopes in the rock-stereographic representation | --Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 11) | -Analysis of slopes and slopes in rock | --Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 12) | -Solution with charts in landslide analysis | Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 13) | -Control and prevention of mass movements | -Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
| 14) | -Numerical solutions in mass movement analysis | Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork |
Sources
| Course Notes / Textbooks: | Duncan,J.M. ve S.R.Wright 2005 Soil Strength ans Slope Stability J.Wiley,NewYork TÜRKÇESİ Kamil Kayabalı Önalp, A., Arel, E., 2004. Geoteknik Bilgisi-II, “Yamaç ve Şevlerin Mühendisliği”, Birsen Yayınevi, İstanbul. Öğrencilere verilecek Ders Notları |
| References: | -Önalp, A., 1982. “İnşaat Mühendislerine Geoteknik Bilgisi I ve II”, KTÜ, Trabzon. TSE 1991 TS8853 Yamaç ve Şevlerin Dengesi ve Hesap Metodları,Ankara |
Course-Program Learning Outcome Relationship
| Learning Outcomes | 1 |
2 |
3 |
4 |
5 |
|---|---|---|---|---|---|
| Program Outcomes | |||||
| 1) It defines the broad multidisciplinary scope of Geotechnical Engineering and the interaction between related disciplines. | |||||
| 2) Repeats current techniques and methods applied in the field of Geotechnical Engineering and their constraints, effects and results. | |||||
| 3) Systematically conveys the processes and results of studies in written, verbal and visual formats in national and international environments in the field of civil engineering or outside the field. | |||||
Course - Learning Outcome Relationship
| No Effect | 1 Lowest | 2 Low | 3 Average | 4 High | 5 Highest |
| Program Outcomes | Level of Contribution | |
| 1) | It defines the broad multidisciplinary scope of Geotechnical Engineering and the interaction between related disciplines. | |
| 2) | Repeats current techniques and methods applied in the field of Geotechnical Engineering and their constraints, effects and results. | |
| 3) | Systematically conveys the processes and results of studies in written, verbal and visual formats in national and international environments in the field of civil engineering or outside the field. |
Learning Activity and Teaching Methods
| Field Study |
Assessment & Grading Methods and Criteria
| Written Exam (Open-ended questions, multiple choice, true-false, matching, fill in the blanks, sequencing) |
Assessment & Grading
| Semester Requirements | Number of Activities | Level of Contribution |
| Midterms | 1 | % 40 |
| Final | 1 | % 60 |
| total | % 100 | |
| PERCENTAGE OF SEMESTER WORK | % 40 | |
| PERCENTAGE OF FINAL WORK | % 60 | |
| total | % 100 | |
Workload and ECTS Credit Grading
| Activities | Number of Activities | Duration (Hours) | Workload |
| Course Hours | 14 | 3 | 42 |
| Study Hours Out of Class | 14 | 18 | 252 |
| Midterms | 1 | 2 | 2 |
| Final | 1 | 2 | 2 |
| Total Workload | 298 | ||