Ders Bilgileri
Yazdır
Ders Tanımı
Ders | Kodu | Yarıyıl | T+U Saat | Kredi | AKTS |
---|---|---|---|---|---|
SPREAD FOUNDATIONS | INM 537 | 0 | 3 + 0 | 3 | 6 |
Ön Koşul Dersleri | |
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Önerilen Seçmeli Dersler |
Dersin Dili | Türkçe |
Dersin Seviyesi | Yüksek Lisans |
Dersin Türü | SECMELI |
Dersin Koordinatörü |
Dr.Öğr.Üyesi İSA VURAL |
Dersi Verenler | |
Dersin Yardımcıları | |
Dersin Kategorisi | Alanına Uygun Öğretim |
Dersin Amacı |
Because mass concrete is cheaper than previously, it is easier to waterproof and insulate the building at the basement and it is easier to excavate the whole “footprint” of the house, mat foundations are the most commonly used foundation type today. By using mat foundations, settlements are controlled, thus faulty/insufficient soil investigations do not present serious problems and it has been found that rafts behave more favourably in earthquakes. Although mat foundations are commonly used, there are some lack of knowledge of geotechnical design among civil engineers. In this course, it is intended to give information about geotechnical analysis and design of mat foundations and technical problems.
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Dersin İçeriği |
Classification of Foundations, Common Types of Mat Foundations, Compensated Rafts, Bearing Capacity of Mat Foundations, Settlements of Mat Foundations, Analysis and Design Procedures of Mat Foundations, Design Methods: Approximate Methods, Conventional Rigid Methods, Numerical Analysis
Preparation to Reinforcement Requirement by using Geotechnical Parameters, Technical Problems Related Softwares and Applications |
Dersin Öğrenme Çıktıları | Öğretim Yöntemleri | Ölçme Yöntemleri |
1 - He/She can categorize mat foundations | 1 - | A - |
2 - He/She can calculate mat foundation bearing capacity on clay | 4 - 1 - | C - A - |
3 - He/She can calculate mat foundation bearing capacity on sand | 4 - 1 - | C - A - |
4 - He/She can design mat foundations on clay | 4 - 1 - | C - A - |
5 - He/She can design mat foundations on sand | 4 - 1 - | C - A - |
6 - He/She can calculate settlements of a mat foundation | 4 - 1 - | C - A - |
7 - He/She can calculate reactions on a flat mat foundation by rigid method | 4 - 1 - | C - A - |
Öğretim Yöntemleri: | 1:Lecture 4:Drilland Practice |
Ölçme Yöntemleri: | A:Testing C:Homework |
Ders Akışı
Hafta | Konular | ÖnHazırlık |
---|---|---|
1 | Classification of Foundations | |
2 | Common Types of Mat Foundations | |
3 | Compensated Rafts | |
4 | Bearing Capacity of Mat Foundations | |
5 | Settlements of Mat Foundations | |
6 | Practice Problems: Bearing Capacity and Settlements | |
7 | Analysis and Design Procedures of Mat Foundations, Design Methods: Approximate Methods | |
8 | Design Methods: Conventional Rigid Methods | |
9 | Numerical Analysis | |
10 | Preparation to Reinforcement Requirement by using Geotechnical Parameters | |
11 | Technical Problems | |
12 | Related Softwares (Mat3D, Safe, Plaxis, PcaMats) | |
13 | Related Softwares: Applications (Mat3D) | |
14 | Related Softwares: Applications (Safe, Plaxis, PcaMats) |
Kaynaklar |
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Ders Notu | ||
Ders Kaynakları |
Döküman Paylaşımı |
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Dersin Program Çıktılarına Katkısı
No | Program Öğrenme Çıktıları | KatkıDüzeyi | |||||
---|---|---|---|---|---|---|---|
1 | 2 | 3 | 4 | 5 |
Değerlendirme Sistemi
YARIYIL İÇİ ÇALIŞMALARI | SIRA | KATKI YÜZDESİ |
---|---|---|
AraSinav | 1 | 50 |
Odev | 1 | 20 |
PerformansGoreviSeminer | 1 | 30 |
Toplam | 100 | |
Yıliçinin Başarıya Oranı | 50 | |
Finalin Başarıya Oranı | 50 | |
Toplam | 100 |
AKTS - İş Yükü
Etkinlik | Sayısı | Süresi(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 | 2 | 32 |
Mid-terms | 1 | 10 | 10 |
Assignment | 2 | 10 | 20 |
Performance Task (Seminar) | 1 | 20 | 20 |
Final examination | 1 | 15 | 15 |
Toplam İş Yükü | 145 | ||
Toplam İş Yükü /25(s) | 5.8 | ||
Dersin AKTS Kredisi | 5.8 |