COURSE UNIT TITLE

: SOIL MECHANICS I

DEGREE PROGRAMMES

Description of Individual Course Units

Course Unit Code Course Unit Title Type Of Course D U L ECTS
INŞ 3013 SOIL MECHANICS I COMPULSORY 3 1 0 5

Offered By

Civil Engineering

Level of Course Unit

First Cycle Programmes (Bachelor's Degree)

Course Coordinator

PROFESSOR DOCTOR YELIZ YÜKSELEN AKSOY

Offered to

Civil Engineering
Civil Engineering (Evening)

Course Objective

The aim of this course is to introduce the students to the fundamental principles of soil mechanics and to ensure that students understand how these properties are used to solve some geotechnical problems like classification, compaction, seepage, compression, consolidation and shear strength.

Learning Outcomes of the Course Unit

1   To be able to establish ground phase relations and to make soil classification.
2   To be able to evaluate the soil compression ratio based on the results of laboratory and field experiments.
3   To know the effective stress and pore water pressure concepts, to make the infiltration calculations.
4   To be able to calculate one-way compression and time-dependent settlements.
5   To know the principles of shear strength of soils.
6   To be able to interpret engineering analysis findings and to present them in written form.

Mode of Delivery

Face -to- Face

Prerequisites and Co-requisites

None

Recomended Optional Programme Components

None

Course Contents

Week Subject Description
1 BASIC CHARACTERISTICS OF SOILS: Formation of soils, soil components and phase relationships.
2 Soil types and structural properties.
3 Index properties of soils (grain size distribution, relative density, consistency). Announcement of first homework.
4 Soil classification (USCS and AASHTO systems). Compaction of soils (laboratory compaction, field compaction, compaction control).
5 STRESSES ACTING ON THE SOIL: Geostatic soil pressures (total, effective and pore water pressures). Influence of seepage on effective stress. Time dependence of effective stress change.
6 SEEPAGE: Hydraulic gradient, Darcy, seepage velocity, seepage equation, flow net construction. Announcement of second homework.
7 Hydraulic conductivity (laboratory and field tests): factors affecting, typical values and classification. Capillary water: height, pressure and affects.
8 ONE DIMENSIONAL COMPRESSION AND CONSOLIDATION: One dimensional compression equation, oedometer test and evaluation of test results, preconsolidation pressure, compression of normally and over consolidated soils. Announcement of third homework.
9 Consolidation equation and its solution, consolidation ratio. U-T relationships.
10 Time dependent loading. Determination of coefficient of consolidation.
11 Midterm Exam.
12 SHEAR STRENGTH: Stability problems. Coulomb s shear strength envelope, Mohr-Coulomb failure criterion.
13 Shear strength tests: Triaxial compression test (UU,CD,CU), direct shear test.
14 Shear strength properties of soils (dry sand, saturated clay). Other strength tests (vane shear test, unconfined compression test). Sensitivity and tixotropy.

Recomended or Required Reading

Textbook(s): Craig, R.F. (2004) "Craig's Soil Mechanics", Spon Press, Taylor & Francis Group, London, England, Seventh Edition, ISBN: 0-415-32703-2
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 reports on the solutions done with individually assigned data about classification and compaction of soil materials of a zoned embankment dam, seepage under a sheet-pile wall, compression and consolidation of a clay layer under a shore road fill, evaluation of shear box and triaxial compression test results.

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 * 0.25 + ASG * 0.25 + FIN * 0.50
5 RST RESIT
6 FCGR FINAL COURSE GRADE (RESIT) MTE * 0.25 + ASG * 0.25 + RST * 0.50


*** Resit Exam is Not Administered in Institutions Where Resit is not Applicable.

Further Notes About Assessment Methods

Final grade will be determined by curve method.

Assessment Criteria

LO1-7 are evaluated by the questions asked in examinations and by homework reports.
LO8 is evaluated by homework reports.

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)

Assoc.Prof. Yeliz Yükselen Aksoy: yeliz.yukselen@deu.edu.tr
Dr. Mehmet Kuruoğlu: mehmet.kuruoglu@deu.edu.tr
Assoc.Prof.Dr.Ali Hakan Ören: ali.oren@deu.edu.tr
Assoc.Prof.Dr. Okan Önal: okan.onal@deu.edu.tr

Office Hours

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

Work Placement(s)

None

Workload Calculation

Activities Number Time (hours) Total Work Load (hours)
Lectures 12 3 36
Tutorials 12 1 12
Preparation for final exam 1 10 10
Preparations before/after weekly lectures 12 1 12
Preparing assignments 3 12 36
Preparation for midterm exam 1 10 10
Final 1 2 2
Midterm 1 2 2
TOTAL WORKLOAD (hours) 120

Contribution of Learning Outcomes to Programme Outcomes

PO/LOPO.1PO.2PO.3PO.4PO.5PO.6PO.7PO.8PO.9PO.10PO.11
LO.1544
LO.2545
LO.345
LO.44545
LO.555
LO.65

CONTACT INFORMATION
Dokuz Eylül Üniversitesi Cumhuriyet Bulvarı No: 144 35210 Alsancak / İZMİR
Phone: +90(232) 412 12 12 - Fax: +90 (232) 464 81 35

Copyright 2015 DEÜ. BİD

HOME / ABOUT US / DEGREE PROGRAMMES / GENERAL INFORMATION FOR STUDENTS / INTERNATIONAL RELATIONS