Civil Engineering
Course Details
KTO KARATAY UNIVERSITY
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
Mühendislik ve Doğa Bilimleri Fakültesi
Programme of Civil Engineering
Course Details
| Course Code | Course Name | Year | Period | Semester | T+A+L | Credit | ECTS |
|---|---|---|---|---|---|---|---|
| 05371107 | Design and Analysis of Geosynthetic Reinforced Soil Structures | 4 | Autumn | 7 | 3+0+0 | 3 | 5 |
| Course Type | Elective |
| Course Cycle | Bachelor's (First Cycle) (TQF-HE: Level 6 / QF-EHEA: Level 1 / EQF-LLL: Level 6) |
| Course Language | Turkish |
| Methods and Techniques | Anlatım, soru çözümü |
| Mode of Delivery | Face to Face |
| Prerequisites | - |
| Coordinator | - |
| Instructor(s) | Asst. Prof. İsa KUL |
| Instructor Assistant(s) | - |
Course Instructor(s)
| Name and Surname | Room | E-Mail Address | Internal | Meeting Hours |
|---|---|---|---|---|
| Asst. Prof. İsa KUL | A-Z31 | [email protected] | 7293 |
Course Content
implementation principles and related regulations, examples of reinforced soil structure. Of soils and geosynthetics. Analysis methods. In the construction of embankments on loose ground. Reinforced foundation pads. Transport routes. Retaining structures. Landfill engineering parallel-surface layer of reinforcing layer systems. Linear carriers or point elements on the construction of reinforced soil structure. Geosynthetic materials are protected by a basic system that uses column. Bridging the risk of collapse in areas with overhead systems. Dynamic effects of geosynthetic reinforced systems.
Objectives of the Course
To design and implement the most appropriate geomechanical and geosynthetic materials for the purpose of enabling the construction of more economical and long-lasting structures that are not suitable for the desired structure or increasing the availability level.
Contribution of the Course to Field Teaching
| Basic Vocational Courses | |
| Specialization / Field Courses | X |
| Support Courses | X |
| Transferable Skills Courses | |
| Humanities, Communication and Management Skills Courses |
Relationships between Course Learning Outcomes and Program Outcomes
| Relationship Levels | ||||
| Lowest | Low | Medium | High | Highest |
| 1 | 2 | 3 | 4 | 5 |
| # | Program Learning Outcomes | Level |
|---|---|---|
| P1 | Adequate knowledge in mathematics, science and related engineering discipline accumulation; theoretical and practical knowledge in these areas, complex engineering the ability to use in problems | 5 |
| P2 | Ability to identify, formulate, and solve complex engineering problems; ability to select and apply appropriate analysis and modeling methods for this purpose. | 5 |
Course Learning Outcomes
| Upon the successful completion of this course, students will be able to: | |||
|---|---|---|---|
| No | Learning Outcomes | Outcome Relationship | Measurement Method ** |
| O1 | Knows the concept of Design and Analysis of Geosynthetic Reinforced Soil Structures | P.1.100 | 1 |
| O2 | Finds the necessary design parameters in soil-geosynthetic applications | P.2.93 | 1 |
| O3 | Loose ground improvement with geosynthetics | P.2.94 | 1 |
| O4 | Designs road and retaining structures according to geosynthetic soils | P.2.95 | 1 |
| O5 | Uses bridging method with geosynthetics in soil loading subjected to critical stresses | P.2.96 | 1 |
| O6 | Ground reinforcement with geosynthetics in foundations subjected to dynamic load | P.2.97 | 1 |
| ** Written Exam: 1, Oral Exam: 2, Homework: 3, Lab./Exam: 4, Seminar/Presentation: 5, Term Paper: 6, Application: 7 | |||
Weekly Detailed Course Contents
| Week | Topics |
|---|---|
| 1 | Introduction to Design and Analysis of Geosynthetic Reinforced Soil Structures |
| 2 | Soil-Geosynthetics relation, analysis methods |
| 3 | Soil-Geosynthetics relation, analysis methods |
| 4 | Floor and reinforced base pillow design and design on loose ground |
| 5 | Floor and reinforced base pillow design and design on loose ground |
| 6 | Design and use of geosynthetics as road construction, retaining structures and ground improvement method |
| 7 | Design and use of geosynthetics as road construction, retaining structures and ground improvement method |
| 8 | Design and use of geosynthetics as road construction, retaining structures and ground improvement method |
| 9 | Reinforced soil structure design on linear carriers and point elements |
| 10 | Reinforced soil structure design on linear carriers and point elements |
| 11 | Superior bridging systems in critical situations |
| 12 | Superior bridging systems in critical situations |
| 13 | Use of geosynthetics on floors exposed to dynamic loads |
| 14 | Use of geosynthetics on floors exposed to dynamic loads |
Textbook or Material
| Resources | Recommendations for Design and Analysis of Earth Structures using Geosynthetic Reinforcements – EBGEO, Deutsche Gesellschaft für (Editor), Alan Johnson (Almancadan tercume eden) , 2011, Wiley |
Evaluation Method and Passing Criteria
| In-Term Studies | Quantity | Percentage |
|---|---|---|
| Attendance | - | - |
| Laboratory | - | - |
| Practice | - | - |
| Homework | - | - |
| Presentation | - | - |
| Projects | - | - |
| Quiz | - | - |
| Midterms | 1 | 40 (%) |
| Final Exam | 1 | 60 (%) |
| Total | 100 (%) | |
ECTS / Working Load Table
| Quantity | Duration | Total Work Load | |
|---|---|---|---|
| Course Week Number and Time | 14 | 3 | 42 |
| Out-of-Class Study Time (Pre-study, Library, Reinforcement) | 14 | 3 | 42 |
| Midterms | 1 | 20 | 20 |
| Quiz | 0 | 0 | 0 |
| Homework | 5 | 4 | 20 |
| Practice | 0 | 0 | 0 |
| Laboratory | 0 | 0 | 0 |
| Project | 0 | 0 | 0 |
| Workshop | 0 | 0 | 0 |
| Presentation/Seminar Preparation | 0 | 0 | 0 |
| Fieldwork | 0 | 0 | 0 |
| Final Exam | 1 | 20 | 20 |
| Other | 0 | 0 | 0 |
| Total Work Load: | 144 | ||
| Total Work Load / 30 | 4,80 | ||
| Course ECTS Credits: | 5 | ||
Course - Learning Outcomes Matrix
| Relationship Levels | ||||
| Lowest | Low | Medium | High | Highest |
| 1 | 2 | 3 | 4 | 5 |
| # | Learning Outcomes | P1 | P2 |
|---|---|---|---|
| O1 | Knows the concept of Design and Analysis of Geosynthetic Reinforced Soil Structures | 5 | - |
| O2 | Finds the necessary design parameters in soil-geosynthetic applications | - | 5 |
| O3 | Loose ground improvement with geosynthetics | - | 5 |
| O4 | Designs road and retaining structures according to geosynthetic soils | - | 5 |
| O5 | Uses bridging method with geosynthetics in soil loading subjected to critical stresses | - | 5 |
| O6 | Ground reinforcement with geosynthetics in foundations subjected to dynamic load | - | 5 |