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Year/Semester of Study | 3 / Fall Semester | ||||
Level of Course | 1st Cycle Degree Programme | ||||
Type of Course | Compulsory | ||||
Department | CIVIL ENGINEERING | ||||
Pre-requisities and Co-requisites | None | ||||
Mode of Delivery | Face to Face | ||||
Teaching Period | 14 Weeks | ||||
Name of Lecturer | MUTLUHAN AKIN (mutluhanakin@nevsehir.edu.tr) | ||||
Name of Lecturer(s) | |||||
Language of Instruction | Turkish | ||||
Work Placement(s) | None | ||||
Objectives of the Course | |||||
To teach main principles of soil mechanics. To give the main information about the introduction of foundation Engineering. To discuss the subjects of design and application of foundation construction |
Learning Outcomes | PO | MME | |
The students who succeeded in this course: | |||
LO-1 | Learn the index and physical properties of soils |
PO-2 Ability to determine, identify, formulate and solve the sophisticated engineering problems, to select and apply appropriate methods and techniques for this purpose. PO-3 The ability of designing a complex system, process, device product under realistic constraints and conditions and to meet certain requirements; for this purpose, the ability of applying modern design methods. PO-4 Skill of development, selection, using modern techniques and tools are necessary for engineering applications, ability of using information technology effectively. |
Term Paper |
LO-2 | Classify soils |
PO-2 Ability to determine, identify, formulate and solve the sophisticated engineering problems, to select and apply appropriate methods and techniques for this purpose. PO-3 The ability of designing a complex system, process, device product under realistic constraints and conditions and to meet certain requirements; for this purpose, the ability of applying modern design methods. PO-4 Skill of development, selection, using modern techniques and tools are necessary for engineering applications, ability of using information technology effectively. |
Term Paper |
LO-3 | Learn hydraulic properties and problems of the soils |
PO-2 Ability to determine, identify, formulate and solve the sophisticated engineering problems, to select and apply appropriate methods and techniques for this purpose. PO-3 The ability of designing a complex system, process, device product under realistic constraints and conditions and to meet certain requirements; for this purpose, the ability of applying modern design methods. PO-4 Skill of development, selection, using modern techniques and tools are necessary for engineering applications, ability of using information technology effectively. |
Term Paper |
LO-4 | Learn the concepts of effective, neutral and total stress of soils |
PO-2 Ability to determine, identify, formulate and solve the sophisticated engineering problems, to select and apply appropriate methods and techniques for this purpose. PO-3 The ability of designing a complex system, process, device product under realistic constraints and conditions and to meet certain requirements; for this purpose, the ability of applying modern design methods. PO-4 Skill of development, selection, using modern techniques and tools are necessary for engineering applications, ability of using information technology effectively. |
Term Paper |
PO: Programme Outcomes MME:Method of measurement & Evaluation |
Course Contents | ||
Physical and index properties of soils. Classification. Hydraulic properties, capillarity,permeability, frost effect. Effective, neutral and total stress. Stress-strain relationships for soils. Stressdistribution in soils. Consolidation. Shear strength. Earth pressure. Slope stability. | ||
Weekly Course Content | ||
Week | Subject | Learning Activities and Teaching Methods |
1 | Formation of soils and physical properties | Lecture Method(In Class Education) |
2 | Index properties of soils and soil classification | Lecture Method(In Class Education) |
3 | Hydraulic properties and capillarity | Lecture Method(In Class Education) |
4 | Permeability and freezing effect | Lecture Method(In Class Education) |
5 | Effective, neutral and total stresses | Lecture Method(In Class Education) |
6 | Stress-strain relationship of soils | Lecture Method(In Class Education) |
7 | Consolidation | Lecture Method(In Class Education) |
8 | mid-term exam | |
9 | Shear strength | Lecture Method(In Class Education) |
10 | Shear strength | Lecture Method(In Class Education) |
11 | Plastic equilibrium in soil | Lecture Method(In Class Education) |
12 | Earth pressures | Lecture Method(In Class Education) |
13 | Slope stability | Lecture Method(In Class Education) |
14 | Slope stability | Lecture Method(In Class Education) |
15 | Slope stability | Lecture Method(In Class Education) |
16 | final exam | |
Recommend Course Book / Supplementary Book/Reading | ||
1 | Ozudogru, K., Tan, O., Aksoy, I.H., 2001, Soil Mechanics with Solved Problems, Birsen Press, Istanbul. | |
2 | Kumbasar, V., Kip, F., 1999, Soil Mechanics Problems, Caglayan Kitabevi, Beyoglu, Istanbul. | |
Required Course instruments and materials | ||
Ozudogru, K., Tan, O., Aksoy, I.H., 2001, Soil Mechanics with Solved Problems, Birsen Press, Istanbul. Kumbasar, V., Kip, F., 1999, Soil Mechanics Problems, Caglayan Kitabevi, Beyoglu, Istanbul. |
Assessment Methods | |||
Type of Assessment | Week | Hours | Weight(%) |
mid-term exam | |||
Other assessment methods | |||
1.Oral Examination | |||
2.Quiz | |||
3.Laboratory exam | |||
4.Presentation | |||
5.Report | |||
6.Workshop | |||
7.Performance Project | |||
8.Term Paper | 1 | 1 | 40 |
9.Project | 1 | 1 | 60 |
final exam |
Student Work Load | |||
Type of Work | Weekly Hours | Number of Weeks | Work Load |
Weekly Course Hours (Theoretical+Practice) | 5 | 14 | 70 |
Outside Class | |||
a) Reading | 0 | ||
b) Search in internet/Library | 0 | ||
c) Performance Project | 0 | ||
d) Prepare a workshop/Presentation/Report | 0 | ||
e) Term paper/Project | 2 | 14 | 28 |
Oral Examination | 0 | ||
Quiz | 0 | ||
Laboratory exam | 0 | ||
Own study for mid-term exam | 5 | 2 | 10 |
mid-term exam | 1 | 1 | 1 |
Own study for final exam | 5 | 2 | 10 |
final exam | 1 | 1 | 1 |
0 | |||
0 | |||
Total work load; | 120 |