COURSE UNIT TITLE

: SOIL MECHANICS III

Description of Individual Course Units

Course Unit Code Course Unit Title Type Of Course D U L ECTS
INŞ 4071 SOIL MECHANICS III ELECTIVE 3 0 0 3

Offered By

Civil Engineering

Level of Course Unit

First Cycle Programmes (Bachelor's Degree)

Course Coordinator

ASISTANT PROFESSOR MEHMET KURUOĞLU

Offered to

Civil Engineering
Civil Engineering

Course Objective

The aim of the course is to provide fundamental concepts for the analysis and design of embankment dams.

Learning Outcomes of the Course Unit

1   Identify basic principles in the design of embankment dams.
2   Learn the methods of stability analysis of embankment dams.
3   Learn the procedures for seepage evaluation.
4   Distinguish pore pressures during and at the end of construction, during steady state seepage and rapid drawdown cases.
5   Analyse the stability of an embankment dam.
6   Interpret, report and present the results of engineering analysis.

Mode of Delivery

Face -to- Face

Prerequisites and Co-requisites

INŞ 3014 - SOIL MECHANICS II

Recomended Optional Programme Components

None

Course Contents

Week Subject Description
1 FUNDAMENTALS OF EMBANKMENT DAM DESIGN: Advantages, functions, choice of cross section.
2 Types : Earth fill, rock fill and hydraulic fill dams
3 Failures and damages of embankment dams
4 Seepage and flow net construction. Announcement of homework.
5 Pore pressure evaluations
6 METHOD OF STABILITY ANALYSIS: Conventional methods of stability analysis
7 Conventional methods of stability analysis (continued).
8 2D computer analysis
9 Midterm examination.
10 ANALYSIS OF STABILITY IN PRACTICAL CASES: During and at the end of construction
11 Steady-state seepage and sudden drawdown conditions
12 Seismic design
13 Seismic design (following)
14 General evaluation and discussion

Recomended or Required Reading

A textbook is not required for this course. Supplemental materials will be provided.
Materials: Course notes and in class applications.

Planned Learning Activities and Teaching Methods

Course topics will be presented and applications will be performed in class for the enhancement of the subjects. Students will prepare a report on the analyses done with individually assigned data about stability analysis of an embankment dam.

Assessment Methods

SORTING NUMBER SHORT CODE LONG CODE FORMULA
1 MTE MIDTERM EXAM
2 ASG ASSIGNMENT
3 FIN FINAL EXAM
4 FCG FINAL COURSE GRADE MTE * 0.30 + ASG * 0.20 + FIN * 0.50
5 RST RESIT
6 FCGR FINAL COURSE GRADE (RESIT) MTE * 0.30 + ASG * 0.20 + RST * 0.50


Further Notes About Assessment Methods

Final grade will be determined by curve method.

Assessment Criteria

LO1-4 are evaluated by the questions asked in midterm and final examinations.
LO5-6 are evaluated by homework report.

Language of Instruction

Turkish

Course Policies and Rules

Minimum 70% attendance is required. Home works should be done with success and within the time limits

Contact Details for the Lecturer(s)

Dr. Mehmet Kuruoğlu: mehmet.kuruoglu@deu.edu.tr

Office Hours

Will be announced by the instructor within the first week of the semester.

Work Placement(s)

None

Workload Calculation

Activities Number Time (hours) Total Work Load (hours)
Lectures 13 3 39
Preparing presentations 1 2 2
Preparations before/after weekly lectures 13 1 13
Preparation for final exam 1 8 8
Preparation for midterm exam 1 6 6
Preparing assignments 1 5 5
Final 1 2 2
Midterm 1 2 2
TOTAL WORKLOAD (hours) 77

Contribution of Learning Outcomes to Programme Outcomes

PO/LOPO.1PO.2PO.3PO.4PO.5PO.6PO.7PO.8PO.9PO.10PO.11PO.12PO.13
LO.14
LO.244
LO.3
LO.4
LO.545
LO.654