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| INS7560 | Stabilization of Soils | 3+0+0 | ECTS:7.5 | | Year / Semester | Spring Semester | | Level of Course | Third Cycle | | Status | Elective | | Department | DEPARTMENT of CIVIL ENGINEERING | | Prerequisites and co-requisites | None | | Mode of Delivery | Face to face | | Contact Hours | 14 weeks - 3 hours of lectures per week | | Lecturer | Prof. Dr. Sabriye Banu İKİZLER | | Co-Lecturer | None | | Language of instruction | Turkish | | Professional practise ( internship ) | None | | | | The aim of the course: | | Studnets will gain ability to design and to apply any kind of soil stabilization. |
| Programme Outcomes | CTPO | TOA | | Upon successful completion of the course, the students will be able to : | | | | PO - 1 : | learn shallow stabilization methods. | 3 | 1 | | PO - 2 : | learn deep stabilization methods. | 1 | 1 | | PO - 3 : | learn deigns of shallow and deep stabilization methods. | 9 | 1 | | PO - 4 : | learn application and quality control of shallow and deep stabilization methods. | 11 | 1 | | CTPO : Contribution to programme outcomes, TOA :Type of assessment (1: written exam, 2: Oral exam, 3: Homework assignment, 4: Laboratory exercise/exam, 5: Seminar / presentation, 6: Term paper), PO : Learning Outcome | | |
| Shallow stabilization: Stabilization with no additives (Compaction, mechanical stabilization, drainage, etc. ) , Stabilization with additives (Lime, cement, bitumen, flying ash, etc. stabilsation) . Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. |
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| Course Syllabus | | Week | Subject | Related Notes / Files | | Week 1 | Shallow stabilization: Stabilization with no additives (Compaction, mechanical stabilization, drainage, etc. ) , Stabilization with additives (Lime, cement, bitumen, flying ash, etc. stabilsation) | | | Week 2 | Shallow stabilization: Stabilization with no additives (Compaction, mechanical stabilization, drainage, etc. ) , Stabilization with additives (Lime, cement, bitumen, flying ash, etc. stabilsation) | | | Week 3 | Shallow stabilization: Stabilization with no additives (Compaction, mechanical stabilization, drainage, etc. ) , Stabilization with additives (Lime, cement, bitumen, flying ash, etc. stabilsation) | | | Week 4 | Shallow stabilization: Stabilization with no additives (Compaction, mechanical stabilization, drainage, etc. ) , Stabilization with additives (Lime, cement, bitumen, flying ash, etc. stabilsation) | | | Week 5 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 6 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 7 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 8 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 9 | Mid-term exam | | | Week 10 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 11 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 12 | 2nd internal examination | | | Week 13 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 14 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 15 | Deep stabilization: Preloading method, vertical sand drains method, electro-osmosis method, thermal stabilization, deep compaction, vibrofloatation, stabilization with geosynthetics, etc. | | | Week 16 | End-of-term exam | | | |
| 1 | Bowles, J. E., Foundation Analysis and Design, McGraw-Hill, New York.
Uzuner, B. A. Temel Mühendisliğine Giriş, 2006, Derya Kitabevi, Trabzon. | | | 2 | Uzuner, B.A. Temel Zemin Mekaniği, 2007, Derya Kitabevi,Trabzon. | | | |
| Method of Assessment | | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | | Mid-term exam | 9 | | 2 | 30 | | In-term studies (second mid-term exam) | 12 | | 2 | 20 | | End-of-term exam | 16 | | 2 | 50 | | |
| Student Work Load and its Distribution | | Type of work | Duration (hours pw) | No of weeks / Number of activity | Hours in total per term | | Yüz yüze eğitim | 4 | 14 | 56 | | Sınıf dışı çalışma | 5 | 14 | 70 | | Arasınav için hazırlık | 15 | 1 | 15 | | Arasınav | 2 | 1 | 2 | | Dönem sonu sınavı için hazırlık | 20 | 1 | 20 | | Dönem sonu sınavı | 25 | 1 | 25 | | Diğer 1 | 10 | 1 | 10 | | Total work load | | | 198 |
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