
|
Section NN |
Place |
Meeting Times |
Instructor |
Office/Hours |
|
01 |
Rowan
Hall 304 |
W:
6:30-9:00 |
Sukumaran |
M – 1430-1520 W – 0900-1020 |
|
|
This
course is a follow up to Geotechnical Engineering and deals with an
introduction to the field of earth retaining structures. The objectives of the
course are to review and extend some important aspects of soil mechanics, to
familiarize the student with lateral earth pressure theories and their
application to retaining wall design.
The
specific objectives of the course are to provide the students with:
Quantify
the lateral earth pressures associated with different earth systems.
Evaluate
the mechanical properties of geosynthetics used for soil reinforcement,
including aspects related to time-dependent response.
Identify
the types, advantages, and disadvantages of the different earth retaining
systems (e.g. gravity structures, geosynthetic-reinforced soil structures,
earth anchored systems, soil nailing).
Select
the most technically appropriate and cost-effective type of retaining wall for
the application from a thorough knowledge of available systems.
Complete
the design of retaining structures using appropriate design methods, factors of
safety, earth pressure diagrams and field verification methods.
Be
knowledgeable of current US guidelines regarding the design of earth retaining
structures.
Master
the design retaining structures considering both external and internal
stability using hand calculations as well as state-of-the-practice numerical
tools.
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Geotechnical
Engineering
In
keeping with published policy (see p. 28 of the 1995-96 Rowan Undergraduate Catalog), attendance is required because
substantial in-class material is presented. Students are expected to be on time
for classes, and remain current in the assigned readings. Points will be deducted from the final grade
for unexcused absences. The instructor must be notified of an excused absence
in advance of the class. Notebooks,
textbooks and calculators should be brought to each class.
You are encouraged to
work on homework assignments and exchange ideas with your classmates, but the
assignment and calculations should reflect your individual effort. Points will
be deducted for unprofessional presentation, unstapled sheets and
missing names.
This
course is only offered for grade credit. The grade is determined by evaluating
work performed in the listed areas:
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For graduate
students,
an additional project and presentation will be required. The above grades will be normalized to 80%,
with 20% attributed to the project and presentation. Your professional conduct and grades will
also be evaluated based on the following considerations: |
|
1.
All students should be on time to class. Only under emergency circumstances can you
miss class and this will be granted only when proper documentation is
provided. If a student is excused,
he/she will be given a reasonable opportunity to make up such work but it is
the student’s responsibility to find a reasonable time to do that. Quizzes will be given at the beginning of
each class on material previously covered.
Units are required on all work.
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2.
Any form of cheating, plagiarism, and/or academic
dishonesty will result in an "F" grade in the course for the
individual(s) involved. |
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3.
A 2-hour closed book midterm examination will be given
approximately the 8th week of class. A one-page 81/2 X 11 inch formula sheet
(prepared by the student) is permitted. |
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4.
A 2-hour final exam will be given during the final exam
week. The final exam is comprehensive.
A one-page 81/2 X 11 inch formula sheet (prepared by the student) is
permitted. |
|
5.
Partial credit will be given to incorrectly solved
problems, as long as the solution reflects basic understanding of the
material. |
The
following constitutes an agreement between the students and instructor. If you have any concerns about this Bill,
please bring it to my attention immediately.
Everyone
in this class (students, instructors, guests) has the right to work in
harassment-free, hostility free environment; harassment of others and explicit
or deliberate hostility are not tolerated.
Everyone
in this class has the responsibility to behave as competent adults and to be
open and polite to one another.
Everyone
in the class has the right to be treated with respect and dignity at all times,
even in the midst of heated argument.
Everyone
in this class has the responsibility to work together to create an environment
in which active learning, including responsible and respectful thinking is
encouraged.
Everyone
in this class should come fully prepared to listen, to participate, to learn,
to teach.
Students
have the responsibility to keep an open mind and to try to comprehend what the
instructor/and fellow classmates are trying to get across to them.
Students have the responsibility to try to
integrate the information from their courses into other courses and into other
areas of their lives.
A
student requiring special accommodation because of a medically documented disability
should contact the instructor as soon as possible. Upon submission of a written
request, the instructor will do her best to accommodate such situations.
|
Week |
Topics |
|
1 |
Introduction:
Geotechnical Engineering Review |
|
2 |
Bearing
capacity of soils |
|
3 |
Earth
pressures on structures, factors that determine earth pressure magnitude |
|
4 |
Simplest
earth pressure theory (Rankine's)- applications, limitations |
|
5 |
Coulomb's
earth pressure theory - applications, limitations |
|
6 |
Design
of retaining walls |
|
7 |
Design
of retaining walls (cont.) including settlement |
|
8 |
Midterm
Exam |
|
9 |
Sheet
pile walls |
|
10 |
Sheet
Pile Walls (cont) |
|
11 |
Reinforced
earth walls |
|
12 |
Reinforced
earth walls |
|
13 |
Tieback
walls |
|
14 |
Presentations |
|
15 |
Final
Exam |
Note: Assignments and topical sequence are
subject to change.
Graduate Student Presentations
Seismic Loads on Mechanically Stabilized Earth Walls
Seismic Analyses of Retaining Walls
Failures of retaining walls and lessons learnt
Effect of confining pressure on pullout resistance of Soil Nail Walls
Homework #7
Geology
Information for Indiana
Groundwater
and well information for Indiana
Pile Foundation
Information
Deep Foundation Institute (DFI) Links
to site on pile foundations, geotechnics, related agencies & organizations
Most of the 50 state Dept.
of Transportation (DOTs) in the US
Association of Drilled Shaft Contractors
(ADSC)
Telephone
8562565324
FAX
8562565242
Postal address
Electronic mail
General Information: sukumaran@rowan.edu