COURSE UNIT TITLE

: GROUND IMPROVEMENT

DEGREE PROGRAMMES

Description of Individual Course Units

Course Unit Code Course Unit Title Type Of Course D U L ECTS
CIE 5166 GROUND IMPROVEMENT ELECTIVE 3 0 0 7

Offered By

Graduate School of Natural and Applied Sciences

Level of Course Unit

Second Cycle Programmes (Master's Degree)

Course Coordinator

PROFESSOR DOCTOR ALI HAKAN ÖREN

Offered to

GEOTECHNICAL ENGINEERING (ENGLISH)
Geotechnicel Engineering (English)
GEOTECHNICAL ENGINEERING (ENGLISH)

Course Objective

The objective of this course is to exhibit the ground improvement techniques and understand the mechanism that should be considered during the selection of the most suitable technique depending on the soil type. Under the context of this course, basic concepts on improvement techniques, their calculation sequences, mandatory laboratory and field tests required for Quality Control (QC) and Quality Assurance will be given. Some laboratory tests will be carried out.

Learning Outcomes of the Course Unit

1   Recognize the ground improvement techniques,
2   Select the most appriate technique regarding to soil type,
3   Understand the design principles and procedures
4   Categorize the construction equipments
5   Define the construction quality and assurance concepts

Mode of Delivery

Face -to- Face

Prerequisites and Co-requisites

None

Recomended Optional Programme Components

None

Course Contents

Week Subject Description
1 Introduction 1.1. Problematic Geomaterials and Conditions 1.2. Ground Improvement Methods and Classification 1.3. Selection of Ground Improvement Method 1.4. Quality Control and Assurance 1.5. Organization of the Course
2 Geotechnical Materials, Testing, and Design 2.1. Geomaterials and Properties 2.2. Geosynthetics and Properties 2.3. In situ Testing 2.4. Shallow Foundation Design 2.5. Slope Stability Analysis 2.6. Earth Retaining Wall Analysis 2.7. Liquefaction Analysis
3 Shallow and Deep Compaction 3.1. Conventional Compaction 3.2. Intelligent Compaction 3.3. Deep Dynamic Compaction 3.4. Rapid Impact Compaction 3.5. Vibro-compaction
4 Overexcavation and Replacement 4.1. Principles 4.2. Design Considerations 4.3. Design Parameters and Procedure 4.4. Construction 4.5. Quality Control and Assurance
5 Deep Replacement (Sand Compaction Columns, Stone Columns, Rammed Aggregate Columns) 5.1. Principle 5.2. Design Considerations 5.3. Design Parameters and Procedure 5.4. Construction 5.5. Quality Control and Assurance
6 Deep Replacement (Vibro-Concrete Columns, Controlled Modulus (Stiffness) Columns, Geosynthetic-encased Granular Columns) 6.1. Principles 6.2. Design Considerations 6.3. Design Parameters and Procedure 6.4. Construction 6.5. Quality Control and Assurance
7 Drainage and Dewatering 7.1. Principles of Water Flow in Geomaterial 7.2. Filtration 7.3. Drainage
8 Drainage and Dewatering 7.4. Dewatering 7.5. Design Parameters and Procedure 7.6. Construction 7.7. Quality Control and Assurance
9 Preloading 9.1. Principles 9.2. Design Considerations 9.3. Design Parameters and Procedure 9.4. Construction 9.5. Quality Control and Assurance
10 Deep Mixing and Grouting 10.1. Deep Mixing 10.2. Grouting 10.3. Construction 10.4. Quality Control and Assurance
11 In Situ Ground Reinforcement 11.1. Ground Anchors 11.2. Soil Nailing 11.3. Construction 11.4. Quality Control and Assurance
12 Fill Reinforcement-1 12.1. Introduction 12.2. Geosynthetic Reinforcement Slopes and Embankments 12.3 Design Parameters and Procedure 12.4. Construction 12.5. Quality Control and Assurance
13 Fill Reinforcement-2 13.1. Introduction 13.2. Geosynthetic Reinforcement Column-Supported Embankments and Mechanically Stabilized Earth Walls 13.3 Design Parameters and Procedure 13.4. Construction 13.5. Quality Control and Assurance
14 Fill Reinforcement-3 14.1. Introduction 14.2. Geosynthetic Reinforced Foundation and Roads 14.3 Design Parameters and Procedure 14.4. Construction 14.5. Quality Control and Assurance
15 General Evaluation

Recomended or Required Reading

Textbook(s):

Han, J. (2015). Principles and Practices of Ground Improvement, John Wiley & Sons Inc., Hoboken, New Jersey.


Supplementary Book(s):
Kirsch, K. And Bell, A. (2019). Ground Improvement 3rd Edt. CRC Press.


References: Course notes and supplementary documents (standards, articles and etc.) will be sent to students for every week.

Planned Learning Activities and Teaching Methods

Courses will be held in class (3h). The course will be done by presentations. The necessary and important parts of presentations will be deleted. These deleted presentations and other supplementary documents will be sent to students prior to course. Students should take a printout of these notes before coming to class. Then, course notes, which include important parts, will be presented in the class. At the same time, students can complete blank parts of the presentation on their notes while listening.

Assessment Methods

SORTING NUMBER SHORT CODE LONG CODE FORMULA
1 MTE 1 MIDTERM EXAM 1
2 MTE 2 MIDTERM EXAM 2
3 ASG ASSIGNMENT
4 FIN FINAL EXAM
5 FCG FINAL COURSE GRADE MTE 1 * 0.20 + MTE 2 * 0.20 + ASG * 0.10 + FIN * 0.50
6 RST RESIT
7 FCGR FINAL COURSE GRADE (RESIT) MTE 1 * 0.20 + MTE 2 * 0.20 + ASG * 0.10 + RST * 0.50


Further Notes About Assessment Methods

None

Assessment Criteria

LO1, 2, 3: Measured with mid-term exams.
LO 3, 4, 5: Measured with homework and final presentation.

Language of Instruction

English

Course Policies and Rules

The attendance to the class will be considered during grading. Homework should be given on time.

Contact Details for the Lecturer(s)

ali.oren@deu.edu.tr

Office Hours

Friday 13:00 - 15:00

Work Placement(s)

None

Workload Calculation

Activities Number Time (hours) Total Work Load (hours)
Lectures 14 3 42
Preparations before/after weekly lectures 13 2 26
Preparation for midterm exam 2 20 40
Preparation for final exam 1 35 35
Preparing assignments 1 20 20
Final 1 2 2
Midterm 2 2 4
TOTAL WORKLOAD (hours) 169

Contribution of Learning Outcomes to Programme Outcomes

PO/LOPO.1PO.2PO.3PO.4PO.5PO.6PO.7PO.8PO.9PO.10PO.11
LO.15
LO.253344
LO.355
LO.454
LO.5555

CONTACT INFORMATION
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Phone: +90(232) 412 12 12 - Fax: +90 (232) 464 81 35

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