ECTS - Slope Stability
Slope Stability (CE418) Course Detail
| Course Name | Course Code | Season | Lecture Hours | Application Hours | Lab Hours | Credit | ECTS |
|---|---|---|---|---|---|---|---|
| Slope Stability | CE418 | Area Elective | 3 | 0 | 0 | 3 | 6 |
| Pre-requisite Course(s) |
|---|
| CE311 |
| Course Language | English |
|---|---|
| Course Type | Elective Courses |
| Course Level | Natural & Applied Sciences Master's Degree |
| Mode of Delivery | Face To Face |
| Learning and Teaching Strategies | Lecture, Question and Answer, Problem Solving, Team/Group. |
| Course Lecturer(s) |
|
| Course Objectives | The objective of this course is to provide a detailed background for slope stability and to teach methods used in the stability analysis and stabilization. |
| Course Learning Outcomes |
The students who succeeded in this course;
|
| Course Content | Overview of slopes and stability concepts, examples of slope failure, causes of slope failures, review of soil mechanics principles and shear strength of soil: drained and undrained conditions, total and effective stress, drained and undrained shear strength, laboratory and field Testing of earth materials for slope stability. |
Weekly Subjects and Releated Preparation Studies
| Week | Subjects | Preparation |
|---|---|---|
| 1 | Introduction to slope stability and landslides: overview of slopes and stability concepts, examples of slope failure, causes of slope failures | |
| 2 | Introduction to slope stability and landslides: overview of slopes and stability concepts, examples of slope failure, causes of slope failures | |
| 3 | Review of soil mechanics Principles and shear strength of soil: Drained and undrained conditions, total and effective stress, drained and undrained shear strength; | |
| 4 | Review of soil mechanics principles and shear strength of soil: Drained and undrained conditions, total and effective stress, drained and undrained shear strength; | |
| 5 | Review of soil mechanics principles and shear strength of soil: Drained and undrained conditions, total and effective stress, drained and undrained shear strength; | |
| 6 | Laboratory and field testing of earth materials for slope stability: Field study in landslides, exploration methods at site, triaxial tests, direct shear tests, other tests and interpretation; | |
| 7 | Laboratory and field testing of earth materials for slope stability: Field study in landslides, exploration methods at site, triaxial tests, direct shear tests, other tests and interpretation; | |
| 8 | Laboratory and field testing of earth materials for slope stability: Field study in landslides, exploration methods at site, triaxial tests, direct shear tests, other tests and interpretation; | |
| 9 | Laboratory and field testing of earth materials for slope stability: Field study in landslides, exploration methods at site, triaxial tests, direct shear tests, other tests and interpretation; | |
| 10 | Slope stability analysis: Modes of failure, factor of safety concepts, stability conditions for analysis, limit equilibrium methods, slice methods, infinite slope, design charts, pseudostatic analysis; | |
| 11 | Slope stability analysis: Modes of failure, factor of safety concepts, stability conditions for analysis, limit equilibrium methods, slice methods, infinite slope, design charts, pseudostatic analysis; | |
| 12 | Slope stability analysis: Modes of failure, factor of safety concepts, stability conditions for analysis, limit equilibrium methods, slice methods, infinite slope, design charts, pseudostatic analysis; | |
| 13 | Slope stability analysis: Modes of failure, factor of safety concepts, stability conditions for analysis, limit equilibrium methods, slice methods, infinite slope, design charts, pseudostatic analysis; | |
| 14 | Slope Stabilization Methods | |
| 15 | Final Exam Period | |
| 16 | Final Exam Period |
Sources
| Other Sources | 1. Abramson, L.W., Lee, T.S., Sharma, S., Boyce G.M., Slope Stability and Stabilization Methods, 2nd Edition, John Wiley & Sons, Inc., 2001. |
|---|---|
| 2. Duncan J.M., Wright S.G., Soil Strength and Stability, John Wiley & Sons, Inc., 2005 | |
| 3. Turner A.K., Schuster R.L., Landslides Investigation and Mitigation, Special Report 247, National Academy Press Washington, D.C., 1996. | |
| 4. Knappett,J.A., Craig, R.F., Craig’s Soil Mechanics, 8th Edition, Spon Press, 2012. | |
| 5. Das B.M., Sobhan K., Principles of Geotechnical Engineering, 8th Edition, Cengage Learning, 2014. | |
| 6. Budhu, M., Foundations and Earth Retaining Structures, John Wiley & Sons, 2007. | |
| 7. Önalp A., Arel E., Geoteknik Bilgisi II-Yamaç ve Şevlerin Mühendisliği, Birsen Yayınevi Ltd. Şti., 2004. |
Evaluation System
| Requirements | Number | Percentage of Grade |
|---|---|---|
| Attendance/Participation | - | - |
| Laboratory | - | - |
| Application | - | - |
| Field Work | - | - |
| Special Course Internship | - | - |
| Quizzes/Studio Critics | - | - |
| Homework Assignments | 4 | 15 |
| Presentation | 1 | 25 |
| Project | - | - |
| Report | - | - |
| Seminar | - | - |
| Midterms Exams/Midterms Jury | 1 | 25 |
| Final Exam/Final Jury | 1 | 35 |
| Toplam | 7 | 100 |
| Percentage of Semester Work | 65 |
|---|---|
| Percentage of Final Work | 35 |
| Total | 100 |
Course Category
| Core Courses | X |
|---|---|
| Major Area Courses | |
| Supportive Courses | |
| Media and Managment Skills Courses | |
| Transferable Skill Courses |
The Relation Between Course Learning Competencies and Program Qualifications
| # | Program Qualifications / Competencies | Level of Contribution | ||||
|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | 5 | ||
| 1 | Gains the ability to have in-depth knowledge of mathematics, science, and engineering, and to use this knowledge in solving Civil Engineering problems. | X | ||||
| 2 | Gains the ability to design and produce Civil Engineering systems under economic, environmental sustainability, and manufacturability constraints. | |||||
| 3 | Gains the ability to identify, define, formulate, and solve complex engineering problems, and acquires the ability to select and apply appropriate analysis and modeling methods for this purpose. | |||||
| 4 | Gains the ability to develop an approach to solve encountered engineering problems, and to design and conduct models and experiments. | |||||
| 5 | Gains the ability to effectively use modern engineering tools, techniques, and capabilities necessary for design and other engineering applications. | |||||
| 6 | Gains the ability to independently conduct fundamental research in the field, report research results effectively, and present them at scientific meetings. | |||||
| 7 | Acquires sufficient verbal and written English skills to follow scientific developments in the field and to communicate with colleagues. | |||||
| 8 | Gains the ability to effectively use the knowledge acquired in intra-disciplinary and interdisciplinary teams, and to take leadership roles in such teams. | |||||
| 9 | Gains awareness of the necessity of lifelong learning, personal development, and continuous self-renewal in the field; follows developments in science and technology; acquires awareness of entrepreneurship and innovation. | |||||
| 10 | Recognizes the importance of considering social, scientific, and ethical values in the stages of collecting, interpreting, disseminating, and applying data related to civil engineering problems. | |||||
| 11 | Gains the competence to critically examine, develop, and, when necessary, take action to change social relations and the norms that govern them. | |||||
ECTS/Workload Table
| Activities | Number | Duration (Hours) | Total Workload |
|---|---|---|---|
| Course Hours (Including Exam Week: 16 x Total Hours) | 16 | 3 | 48 |
| Laboratory | |||
| Application | |||
| Special Course Internship | |||
| Field Work | |||
| Study Hours Out of Class | 14 | 2 | 28 |
| Presentation/Seminar Prepration | 1 | 15 | 15 |
| Project | |||
| Report | |||
| Homework Assignments | 4 | 7 | 28 |
| Quizzes/Studio Critics | |||
| Prepration of Midterm Exams/Midterm Jury | 1 | 15 | 15 |
| Prepration of Final Exams/Final Jury | 1 | 16 | 16 |
| Total Workload | 150 | ||