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JLJ7172 | Experimental Engineering Geology | 3+0+0 | ECTS:7.5 | Year / Semester | Spring Semester | Level of Course | Third Cycle | Status | Elective | Department | DEPARTMENT of GEOLOGICAL ENGINEERING | Prerequisites and co-requisites | None | Mode of Delivery | Face to face, Practical | Contact Hours | 14 weeks - 3 hours of lectures per week | Lecturer | -- | Co-Lecturer | None | Language of instruction | Turkish | Professional practise ( internship ) | None | | The aim of the course: | The objective of the course is to determine engineering properties of foundation rocks |
Programme Outcomes | CTPO | TOA | Upon successful completion of the course, the students will be able to : | | | PO - 1 : | classify of rocks from the point of engineering view | 1,2,4 | 1,3 | PO - 2 : | prepare borehole logs | 1,2,4 | 1,3 | PO - 3 : | determine permeability of rocks | 1,2,4 | 1,3 | PO - 4 : | determine engineering properties of foundation rocks | 1,2,4 | 1,3 | 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 | |
Introduction.Classification of the rocks for engineering purposes.Preparations of borehole logs for foundation rocks.Water pressure test and their interpretations.İn-situ tests in rock and soils.Grouting and grouting materials |
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Course Syllabus | Week | Subject | Related Notes / Files | Week 1 | Introduction. Classification of Rocks for Engineering Purposes.
| | Week 2 | Permeability Tests Using Drill Holes ans Wells :US: Bureeau of Reclamation Method.
| | Week 3 | Permeability Tests Using Drill Holes ans Wells :US: Bureeau of Reclamation Method.
| | Week 4 | Permeability Tests Using Drill Holes ans Wells :US: Bureeau of Reclamation Method.
| | Week 5 | Permeability Tests Using Drill Holes ans Wells :US: Bureeau of Reclamation Method.
| | Week 6 | Permeability Tests Using Drill Holes ans Wells :Lugeon Method
| | Week 7 | Permeability Tests Using Drill Holes ans Wells : Lugeon Method
| | Week 8 | Standard Penetration Test
| | Week 9 | Mid-term exam | | Week 10 | Cone Penetration Test
| | Week 11 | Pressuremeter Test.
| | Week 12 | Engineering Geological Maps
| | Week 13 | İnvestigation Methods in Engineering Geology
| | Week 14 | Grouting
| | Week 15 | Liquefaction of Soil.
| | Week 16 | End-of-term exam | | |
1 | Q. JL. Engineering Geology,1977; The Descriptıon of Rock Masses for Engineering Purposes Report by the Geologycal Society Engineering Group Working Party. Great Britain | | 2 | IAEG.,1981; Rock and Soil Description and Classification and Classification for Engineering Geological Mapping. Report by the IAEG Commision on Engineering Geological Mapping. Aachen-Essen. | | 3 | Greenwood,D.A.,1984; Ground Stabilization; Deep Compaction and Grouting.London. | | 4 | Franklin,A.J., Dusseault.B.N.,1991; Rock Engineering Applications. McGraw-Hill,Inc.New York | | |
1 | Albayrak,Z.,1 975; Temel Sondajlarında Yapılan Permeabilite Testleri Hakkında Genel Bilgiler. | | 2 | U.S.Bureau of Reclamation,1951; Permeability Tests Using Drill Holes and Wells. Geolgy ReportDenver,Colorado. | | 3 | Ervin, M.C.,1983; In-Situ Testing for Geotecnical Investigation. A.A. Balkema, Rotterdam. | | |
Method of Assessment | Type of assessment | Week No | Date | Duration (hours) | Weight (%) | Mid-term exam | 9 | 31/03/2013 | 1 | 30 | Homework/Assignment/Term-paper | 12 | 20/05/2013 | 3 | 20 | End-of-term exam | 16 | 27/05/2013 | 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 | 3 | 14 | 42 | Sınıf dışı çalışma | 8 | 12 | 96 | Laboratuar çalışması | 0 | 0 | 0 | Arasınav için hazırlık | 20 | 1 | 20 | Arasınav | 2 | 1 | 2 | Uygulama | 0 | 0 | 0 | Klinik Uygulama | 0 | 0 | 0 | Ödev | 5 | 9 | 45 | Proje | 0 | 0 | 0 | Kısa sınav | 1 | 3 | 3 | Dönem sonu sınavı için hazırlık | 20 | 1 | 20 | Dönem sonu sınavı | 2 | 1 | 2 | Diğer 1 | 0 | 0 | 0 | Diğer 2 | 0 | 0 | 0 | Total work load | | | 230 |
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