1 | Course Title: | ADVANCED SOIL MECHANICS |
2 | Course Code: | INS6074 |
3 | Type of Course: | Optional |
4 | Level of Course: | Third Cycle |
5 | Year of Study: | 2 |
6 | Semester: | 4 |
7 | ECTS Credits Allocated: | 6 |
8 | Theoretical (hour/week): | 3 |
9 | Practice (hour/week) : | 0 |
10 | Laboratory (hour/week) : | 0 |
11 | Prerequisites: | |
12 | Recommended optional programme components: | None |
13 | Language: | Turkish |
14 | Mode of Delivery: | Face to face |
15 | Course Coordinator: | Dr. Ögr. Üyesi YEŞİM SEMA ÜNSEVER |
16 | Course Lecturers: | |
17 | Contactinformation of the Course Coordinator: |
unsever@uludag.edu.tr 0224 2942946 |
18 | Website: | |
19 | Objective of the Course: | Theoretical background to understand and solve problems in Soil Mechanics and Foundation Engineering areas numerically. Consolidation theory in details considering swelling and collapsible soils. |
20 | Contribution of the Course to Professional Development |
21 | Learning Outcomes: |
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22 | Course Content: |
Week | Theoretical | Practical |
1 | Introduction | |
2 | Concept of stress and strain, Principal stresses and strain; Stress- strain relationships | |
3 | Concept of stress and strain, Principal stresses and strain; Stress- strain relationships | |
4 | Special matrices, Plane stress, Plane strain | |
5 | Mohr's diagram, Stress-paths, Stress distribution in soils, Stresses under footings resting on elastic media | |
6 | Mohr's diagram, Stress-paths, Stress distribution in soils, Stresses under footings resting on elastic media | |
7 | Effective stress concept. Capillary phenomenon, Applications | |
8 | Elastic settlement of soils, Pore pressure parameters | |
9 | One- dimensional consolidation theory. Consolidation test, Secondary consolidation, Radial Consolidation | |
10 | Settlement of foundations, Immediate, consolidation and secondary consolidation settlements, Skempton-Bjerrum correction. | |
11 | Applications (Settlement correction for the construction period, sand drains, pre-consolidation, stress path method.) | |
12 | Swelling and Collapsible Soils | |
13 | Swelling and Collapsible Soils | |
14 | Some applications and examples |
23 | Textbooks, References and/or Other Materials: | Harr, M. E., Foundations of Theoretical Soil Mechanics, McGraw Hill, 1966.; Lambe, W and R. V. Whitman. Soil Mechanics. John Wiley, 1969; Das, B. M., Advanced Soil Mechanics. Mc Graw Hill, 1985; Das, B. M. Principles of Foundation Engineering. PWS- Kent Publishing Co., 1990 |
24 | Assesment |
TERM LEARNING ACTIVITIES | NUMBER | PERCENT |
Midterm Exam | 1 | 25 |
Quiz | 0 | 0 |
Homeworks, Performances | 2 | 15 |
Final Exam | 1 | 60 |
Total | 4 | 100 |
Contribution of Term (Year) Learning Activities to Success Grade | 40 | |
Contribution of Final Exam to Success Grade | 60 | |
Total | 100 | |
Measurement and Evaluation Techniques Used in the Course | ||
Information |
25 | ECTS / WORK LOAD TABLE |
Activites | NUMBER | TIME [Hour] | Total WorkLoad [Hour] |
Theoretical | 14 | 3 | 42 |
Practicals/Labs | 0 | 0 | 0 |
Self Study and Preparation | 14 | 8 | 112 |
Homeworks, Performances | 2 | 10 | 20 |
Projects | 0 | 0 | 0 |
Field Studies | 0 | 0 | 0 |
Midtermexams | 1 | 2 | 2 |
Others | 0 | 0 | 0 |
Final Exams | 1 | 2 | 2 |
Total WorkLoad | 178 | ||
Total workload/ 30 hr | 5,93 | ||
ECTS Credit of the Course | 6 |
26 | CONTRIBUTION OF LEARNING OUTCOMES TO PROGRAMME QUALIFICATIONS | |
|
LO: Learning Objectives | PQ: Program Qualifications |
Contribution Level: | 1 Very Low | 2 Low | 3 Medium | 4 High | 5 Very High |