BAYBURT University Information Package / Course Catalogue

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Ders Öğretim Planı
Dersin KoduDersin AdıDersin TürüYılYarıyılAKTS
İ409.1B2Soil ImprovementSeçmeli477
Dersin Seviyesi
Lisans
Dersin Amacı
Teaching soil stabilization methods that can be used to improve soil layers with weak engineering properties.
Dersi Veren Öğretim Görevlisi/Görevlileri
Dr. Öğr. Üyesi Hakan Alper KAMİLOĞLU
Öğrenme Çıktıları
1Learning shallow soil stabilization methods
2Learning deep soil improvement mehhods
3Learning hydraulic modification methods
4Learning soil improvement applications with geosynthetics
5Learning Deep Mixing Columns, Ground Injection Methods
Öğrenim Türü
Normal Education
Dersin Ön Koşulu Olan Dersler
none
Ders İçin Önerilen Diğer Hususlar
none
Dersin İçeriği
Definition of problematic soil, soil compaction applications, superficial compaction tools in the field, Bootloading, Deep soil improvement methods, Soil injection methods, Deep column, Jetgrout column applications, hydraulic modification, Ground improvement applications with geosynthetics, Reinforced soil manufacturing
Haftalık Ayrıntılı Ders İçeriği
HaftaTeorikUygulamaLaboratuvar
1Alternative methods to be considered in case of encountering weak ground. Weak soil concept. Historical perspective of soil improvement applications.
2Engineering properties considered in soil improvement applications: Bearing capacity, shear strength parameters, settlement, volumetric stability, permeability, liquefability.
3Soil compaction applications: compaction, consolidation concepts
4Maximum compaction tests in laboratory (Standard-Modified Proctor Tests), Compaction control tests in field (Rubber balloon, sand cone, nuclear density tests), Relative compaction concept
5Types of compaction, Surface compaction equipment ( Smooth drum roller, vibratory roller, rubber tire (pneumatic) roller, sheepsfoot roller, grid roller, impact roller, hand rammers )
6Deep stabilization applications: blast compaction, vibrocompaction, stone column, vibrodisplacement applications
7Deep stabilization applications: Alternative stone column applications, dynamic compaction, rapid impact compaction, preloading, sand drains, geosynthetic resistance, vacuum applications
8Midterm
9Hydraulic modification applications
10Drainage, filtration applications
11Geosynthetics: Geosynthetics in hydraulic modification applications
12Geosynthetics: Use of geosynthetics to improve the mechanical properties of soils
13Slope stabilization applications
14Soil injection methods, deep mixing columns, jet grouting columns
15Reinforced soil, anchorage types, soil nail, micro pile applications
Ders Kitabı / Malzemesi / Önerilen Kaynaklar
Cengiz Okman, “Zemin Mekaniği”, Ankara Üniversitesi Ziraat Fakültesi Yayınları, Yayın No: 1502, Ders Kitabı:456, 1998, ISBN 975-482-447-9 Joseph E. Bowles, “Physical and Geotechnical Properties of Soils”, 2nd edition, Mc Graw-Hill Book Company, 1984, ISBN 0-07-006772-4 Karl Terzaghi, Ralph B. Peck and Gholamreza Mesri, “Soil Mechanics in Engineering Practice”, 3rd edition, John Wiley & Sons, Inc., 1996, ISBN 0-471-08658-4 Das, B. M., “Soil Mechanics Laboratory Manual” 6th edition, New York, Oxford University Press , 2002 ISBN 0-19-515046-5 Powrie, W., “Soil Mechanics: Concepts&Aplications” 2nd edition, London , New York : Spon Press , 2004 ISBN 0-415-31156-X
Planlanan Öğrenme Aktiviteleri ve Metodları
Değerlendirme
Yarıyıl (Yıl) İçi EtkinlikleriAdetDeğer
Midterm Examination1100
TOPLAM100
Yarıyıl(Yıl) Sonu EtkinliklerAdetDeğer
Final Examination1100
TOPLAM100
Term (or Year) Learning Activities40
End Of Term (or Year) Learning Activities60
TOPLAM100
Dersin Sunulduğu Dil
Turkish
Staj Durumu
none
İş Yükü Hesaplaması
EtkinliklerSayısıSüresi (saat)Toplam İş Yükü (saat)
Midterm Examination111
Final Examination122
Makeup Examination122
Quiz414
Attending Lectures14342
Individual Study for Mid term Examination7749
Individual Study for Final Examination7642
Individual Study for Quiz4728
Homework5630
TOPLAM İŞ YÜKÜ (saat)200
Program ve Öğrenme Çıktıları İlişkisi

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* Katkı Düzeyi : 1 Çok düşük 2 Düşük 3 Orta 4 Yüksek 5 Çok yüksek