|
|
Course Information
Course Unit Title |
: |
SHEAR STRENGTH AND SLOPE STABILITY |
Course Unit Code |
: |
01INS5189 |
Type of Course Unit |
: |
Optional |
Level of Course Unit
|
: |
Second Cycle |
Year of Study
|
: |
Preb |
Semester
|
: |
255.Semester |
Number of ECTS Credits Allocated
|
: |
6,00 |
Name of Lecturer(s) |
: |
---
|
Course Assistants |
: |
|
Learning Outcomes of The Course Unit |
: |
1) Stresses in soils. 2) Mohr circles. 3) Failure theories. 4) Shear strength of cohesive and cohesionless soils. 5) Slope stability analysis of natural and man-made slopes.
|
Mode of Delivery |
: |
Face-To-Face
|
Prerequisities and Co-requisities Courses |
: |
Unavailable
|
Recommended Optional Programme Components |
: |
Unavailable
|
Course Contents |
: |
Failure Theories, Laboratory Strength Tests, Field Strength Tests, Shear Strength of Sands, Shear Strength of Clays, Critical State Soil Mechanics, Slope Movements, Classification of Slope Movements, Effect of Water on the Slope Movements, Stability Analyses of Natural and Man-made Slopes, Limit Equilibrium Methods, Stability Analysis: Plane Strain and Wedge Analysis, Stability Analysis: Circular Failure Surfaces, Stability Analysis: Noncircular Failure Surfaces and Stress Deformation Analyses, Strength Factors Influencing Slope Stability, Mitigation of Slope Stability.
|
Languages of Instruction |
: |
Turkish
|
Course Goals |
: |
This course aims to define and evaluate shear strength and slope stability problems, to apply engineering techniques, to interpret results and to provide the ability to solve problems for students.
|
Course Aims |
: |
This course aims to define and evaluate shear strength and slope stability problems, to apply engineering techniques, to interpret results and to provide the ability to solve problems for students.
|
WorkPlacement |
|
Not Available
|
|
Recommended or Required Reading
Textbook
|
: |
|
Additional Resources
|
: |
Aytekin, M., ?Deneysel Zemin Mekaniği?, Teknik Yayınevi, 2004.
Duncan, J.M., Wright, S. G., "Soil Strength and Slope Stability", Wiley & Sons, 2005.
Holtz, R. D. and Kovaks, W. D., " An Introduction to Geotechnical Engineering", Prentice Hall, First Edition, 1981.
|
Material Sharing
Documents
|
: |
|
Assignments
|
: |
Practice about units
|
Exams
|
: |
Questions and solutions
|
Additional Material
|
: |
|
|
Planned Learning Activities and Teaching Methods
Lectures, Practical Courses, Presentation, Seminar, Project, Laboratory Applications (if necessary)
|
|
ECTS / Table Of Workload (Number of ECTS credits allocated)
Student workload surveys utilized to determine ECTS credits.
|
Activity
|
:
|
|
Course Duration (Excluding Exam Week)
|
:
|
|
Time Of Studying Out Of Class
|
:
|
|
Homeworks
|
:
|
|
Presentation
|
:
|
|
Project
|
:
|
|
Lab Study
|
:
|
|
Field Study
|
:
|
|
Visas
|
:
|
|
Finals
|
:
|
|
Workload Hour (30)
|
:
|
|
Total Work Charge / Hour
|
:
|
|
Course's ECTS Credit
|
:
|
|
|
Assessment Methods and Criteria
Studies During Halfterm
|
: |
|
Visa
|
: |
|
Quiz
|
: |
|
Homework
|
: |
|
Attendance
|
: |
|
Application
|
: |
|
Lab
|
: |
|
Project
|
: |
|
Workshop
|
: |
|
Seminary
|
: |
|
Field study
|
: |
|
|
|
|
TOTAL
|
: |
|
The ratio of the term to success
|
: |
|
The ratio of final to success
|
: |
|
TOTAL
|
: |
|
|
Weekly Detailed Course Content
Week
|
Topics
|
1
|
Failure Theories
|
|
|
2
|
Laboratory Strength Tests, Field Strength Tests
|
|
|
3
|
Shear Strength of Sands
|
|
|
4
|
Shear Strength of Clays
|
|
|
5
|
Critical State Soil Mechanics
|
|
|
6
|
Slope Movements
|
|
|
7
|
Classification of Slope Movements
|
|
|
8
|
Effect of Water on the Slope Movements
|
|
|
9
|
Stability Analyses of Natural and Man-made Slopes
|
|
|
10
|
Limit Equilibrium Methods
|
|
|
11
|
Stability Analysis: plane strain and wedge analysis
|
|
|
12
|
Stability analysis: circular failure surfaces
|
|
|
13
|
Stability analysis: noncircular failure surfaces and stress deformation analyses, strength factors influencing slope stability
|
|
|
14
|
Mitigation of slope stability
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|