| Ders Adı | Kodu | Yarıyıl | T+U Saat | Kredi | AKTS |
|---|---|---|---|---|---|
| Unsaturated Soıl Mechanıcs and Crıtıcal State | INM 631 | 0 | 3 + 0 | 3 | 6 |
| Ön Koşul Dersleri | Advanced Soil Mechanics |
| Önerilen Seçmeli Dersler | |
| Dersin Dili | Türkçe |
| Dersin Seviyesi | Doktora |
| Dersin Türü | Seçmeli |
| Dersin Koordinatörü | Prof.Dr. AŞKIN ÖZOCAK |
| Dersi Verenler | Prof.Dr. AŞKIN ÖZOCAK, |
| Dersin Yardımcıları | |
| Dersin Kategorisi | Diğer |
| Dersin Amacı | Soil mechanics topics are now took up with critical state theories more than classical theories in the world. However unsaturated soil mechanics topics are more popular in the geotechnical engineering area because it allows that engineers may solve some geotechnical problems economically and realistic. It is aimed in this lecture to do graduate students to have useful knowledge about critical state soil mechanics and unsaturated soil mechanics. |
| Dersin İçeriği | Theoretical soil mechanics |
| # | Ders Öğrenme Çıktıları | Öğretim Yöntemleri | Ölçme Yöntemleri |
|---|---|---|---|
| 1 | He/She can interpret the parameters in soil behaviour | Lecture, Discussion, | Testing, Oral Exam, |
| 2 | He/She can debate the Hvorslev and Henkel theories | Lecture, Discussion, | Testing, Oral Exam, |
| 3 | He/She can interpret the pole and stress path concepts | Lecture, Drilland Practice, Problem Solving, | Testing, Oral Exam, |
| 4 | He/She can evaluate the critical void ratio-volume change-critical confined pressure relationship | Lecture, | Testing, |
| 5 | He/She can debate the critical state surface of NL clays | Lecture, | Testing, Oral Exam, |
| 6 | He/She can debate the critical state surface of OC clays | Lecture, | Testing, Oral Exam, |
| 7 | He/She can propose matric suction measurement methods | Lecture, Motivations to Show, | Testing, Oral Exam, |
| 8 | He/She can arrange the soil water characteristic curve | Lecture, Motivations to Show, Lab / Workshop, | Testing, Oral Exam, |
| 9 | He/She can calculate the volume change of unsaturated soils | Lecture, Motivations to Show, Lab / Workshop, Problem Solving, | Testing, Oral Exam, |
| 10 | He/She can calculate the shear resistance of unsaturated soils | Lecture, Problem Solving, | Testing, Oral Exam, |
| Hafta | Ders Konuları | Ön Hazırlık |
|---|---|---|
| 1 | Structure and fabric of sands and clays | |
| 2 | Parameters at soil behaviour | |
| 3 | Theoretical soil mechanics | |
| 4 | Soil models | |
| 5 | Hvorslev and Henkel theories | |
| 6 | View to critical state soil mechanics | |
| 7 | Pole and stres path concepts | |
| 8 | Critical state soil mechanics and surfaces at NL clays | |
| 9 | Critical state soil mechanics and surfaces at OC clays | |
| 10 | Critical state soil mechanics at natural clays | |
| 11 | Matric suction and its measurement, soil-water characteristic curve (SWCC) | |
| 12 | Volume change of unsaturated soils | |
| 13 | Shear resistance of unsaturated soils | |
| 14 | Critical state mechanics of unsaturated soils |
| Kaynaklar | |
|---|---|
| Ders Notu | |
| Ders Kaynakları | Akın Önalp, 2007. Geoteknik Bilgisi-I, “Çözümlü Problemlerle Zeminler ve Mekaniği”, Genişletilmiş 3.Baskı, Birsen Yayınevi, İstanbul. Atkinson, J., 1995, Critical State Soil Mechanics, Mc Graw Hill Ortigao, J.A.R., 1995. Soil Mechanics in the Light of Critical State Theories, Balkema, Rotterdam. Atkinson, J., 1993, An Introduction to Mechanics of Soils and Foundations, Mc Graw Hill. Muir-Wood, D., 1990. Soil Behaviour and Critical State Soil Mechanics, Cambridge University Press. Atkinson, J. and Bransby, P.L., 1978. The Mechanics of Soils: An Introduction to Critical State Soil Mechanics, Mc Graw Hill. Lambe, T.W. and Whitmann, R.V., 1969. Soil Mechanics, John Wiley, New York. Schofield, A.N. and Wroth, C.P., 1968. Critical State Soil Mechanics, Mc Graw Hill, London.
Tarantino, A., Romero, E., and Cui, Y.J., 2009. Laboratory and Field Testing of Unsaturated Soils, Springer. Charles W.W. Ng and Menzies, B., 2007. Advanced Unsaturated Soil Mechanics and Engineering, Taylor and Francis. Fredlund and Rahardjo, 1993, Soil Mechanics for Unsaturated Soils, Wiley Lu, N. and Likos, W.J., 2004. Unsaturated Soil Mechanics, John Wiley. |
| Sıra | Program Çıktıları | Katkı Düzeyi | |||||
|---|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | 5 | |||
| 1 | ability to access wide and deep information with scientific researches in the field of Engineering, evaluate, interpret and implement the knowledge gained in his/her field of study | X | |||||
| 2 | ability to complete and implement “limited or incomplete data” by using the scientific methods. | X | |||||
| 3 | ability to consolidate engineering problems, develop proper method(s) to solve and apply the innovative solutions to them | X | |||||
| 4 | ability to develop new and original ideas and method(s), to develop new innovative solutions at design of system, component or process | ||||||
| 5 | gain comprehensive information on modern techniques, methods and their borders which are being applied to engineering | X | |||||
| 6 | ability to design and apply analytical, modelling and experimental based research, analyze and interpret the faced complex issues during the design and apply process | ||||||
| 7 | gain high level ability to define the required information and data | X | |||||
| 8 | ability to work in multi-disciplinary teams and to take responsibility to define approaches for complex situations | X | |||||
| 9 | systematic and clear verbal or written transfer of the process and results of studies at national and international environments | X | |||||
| 10 | aware of social, scientific and ethical values guarding adequacy at all professional activities and at the stage of data collection, interpretation, and announcement | ||||||
| 11 | aware of new and developing application of profession and ability to analyze and study on those applications | X | |||||
| 12 | ability to interpret engineering application’s social and environmental dimensions and it’s compliance with the social environment | ||||||
| Değerlendirme Sistemi | |
|---|---|
| Yarıyıl Çalışmaları | Katkı Oranı |
| 1. Ara Sınav | 30 |
| 2. Ara Sınav | 30 |
| 1. Ödev | 10 |
| 1. Sözlü Sınav | 10 |
| 1. Performans Görevi (Seminer) | 20 |
| Toplam | 100 |
| 1. Yıl İçinin Başarıya | 60 |
| 1. Final | 40 |
| Toplam | 100 |
| AKTS - İş Yükü Etkinlik | Sayı | Süre (Saat) | Toplam İş Yükü (Saat) |
|---|---|---|---|
| Course Duration (Including the exam week: 16x Total course hours) | 16 | 3 | 48 |
| Hours for off-the-classroom study (Pre-study, practice) | 16 | 3 | 48 |
| Mid-terms | 2 | 10 | 20 |
| Assignment | 1 | 10 | 10 |
| Oral Examination | 1 | 10 | 10 |
| Performance Task (Seminar) | 1 | 10 | 10 |
| Final examination | 1 | 15 | 15 |
| Toplam İş Yükü | 161 | ||
| Toplam İş Yükü / 25 (Saat) | 6,44 | ||
| Dersin AKTS Kredisi | 6 | ||