Teacher/Faculty Workshop Evaluations
Instrument 9: Attendee Evaluation
Form
Project: Professor Training Course for Geosynthetics
Auburn University
Funding Source: NSF: Undergraduate Faculty Enhancement (DUE)
Purpose: To evaluate each civil engineering
professor's knowledge of geosynthetics, importance of the
content, and availability of resources for teaching geosynthetics
after participating in the training course
Administered To: Faculty who attended the week-long
training in geosynthetics and who teach undergraduate students
in civil engineering
Topics Covered:
- Content Specific Assessment: geosynthetics
- Limitations & Barriers: classroom resources
- Plans & Expectations (Teacher/Faculty): project
implementation
- Self-Assessment (Teacher/Faculty): confidence,
implementation activities
Format/Length: 85 questions total, 84 closed-
and 1 open-ended. Formats include true/false, multiple-choice,
and Likert scale.
Attendee Evaluation Form
Professor Training Course for Geosynthetics
Your name: ___________________________________________
Purpose: The purpose of these questions is to obtain
information regarding your geotechnical/geosynthetics background.
This information will be very useful for this week's training
course. Your name is needed so we can link this information
to the post-course surveys. No individual names will be
reported to anyone, only group statistics.
Directions: Circle True, False
or Don't Know (DK).
1. |
T
|
F
|
DK
|
Clays have low permeability. |
2. |
T
|
F
|
DK
|
Lateral earth pressure is based on the strength
of the soil. |
3. |
T
|
F
|
DK
|
Slope stability is related to the moisture
in the slope. |
4. |
T
|
F
|
DK
|
The shear strength of soil depends on how
it's measured. |
5. |
T
|
F
|
DK
|
Wide width testing is better than grab testing
for evaluation of the strength of geotextiles. |
6. |
T
|
F
|
DK
|
Clay soil can be filtered with geotextiles. |
7. |
T
|
F
|
DK
|
Polypropylene is the most common "geo-polymer." |
8. |
T
|
F
|
DK
|
Reinforced earth walls are easier to construct
than reinforced concrete walls. |
9. |
T
|
F
|
DK
|
The blocks on modular block walls are required
to support the soil. |
10. |
T
|
F
|
DK
|
Modular block walls require more skill to
erect than reinforced concrete walls. |
11. |
T
|
F
|
DK
|
Nonwoven geotextiles are soft and fuzzy. |
12. |
T
|
F
|
DK
|
Geocells can be filled with concrete for
erosion control. |
13. |
T
|
F
|
DK
|
Mechanically stabilized backfill walls are
in the active state of stress. |
14. |
T
|
F
|
DK
|
Geotextiles are made with many different
weaving patterns. |
15. |
T
|
F
|
DK
|
Needlepunching is used to produce geotextiles. |
16. |
T
|
F
|
DK
|
"Hard armor" refers to a type
of wall facing. |
17. |
T
|
F
|
DK
|
Modular block walls use mortar between the
blocks. |
18. |
T
|
F
|
DK
|
Geomembranes are used to reinforce steep
slopes. |
19. |
T
|
F
|
DK
|
Landfill design uses almost all types of
geosynthetics. |
20. |
T
|
F
|
DK
|
Landfill liners have drains above them. |
21. |
T
|
F
|
DK
|
The steepest reinforced slope that can be
built using geosynthetics is 45 degrees. |
22. |
T
|
F
|
DK
|
Geocells are less expensive per square yard
than geotextiles. |
23. |
T
|
F
|
DK
|
Nonwoven geotextiles can be used as soil
filters. |
24. |
T
|
F
|
DK
|
Woven geotextiles can be used as soil filters. |
25. What Greek letter is used to express the angle of internal
friction? _________
Directions: Circle your answer.
26. |
What are geocells used for? |
|
|
|
a. erosion control |
b. filtration |
c. reinforcement |
|
d. a, b, and c |
e. Don't know |
|
27. |
Fiber roving is used for: |
|
|
|
a. erosion control |
b. landfills |
c. retaining walls |
|
d. a, b, and c |
e. Don't know |
|
28. |
Dual-track hot wedge welding is used to: |
|
|
a. seam geomembranes |
b. cut geogrids |
|
c. secure geotextiles to concrete |
d. Don't know |
29. |
Which of the following are geocomposite
application?
(please circle all that apply) |
|
|
|
a. barriers |
b. drainage |
c. reinforcement |
|
d. a, b, and c |
e. Don't know |
|
30. |
Geotextiles are used for:
(please circle all that apply) |
|
|
|
a. filtration |
b. natural slope stability improvement |
c. pile installation |
|
d. pond liners |
e. wall reinforcement |
f. Don't know |
31. |
Geosynthetics can be used with: (please
circle all that apply)
|
|
|
|
a. natural slope stability |
b. pavement structures |
|
|
c. reinforced concrete design |
d. retaining walls |
e. Don't know |
- Please examine each of the following topics related to
the use of geosynthetics carefully. For each topic, please
indicate the extent to which you feel you have sufficient
materials to teach the topic and your level of confidence
in teaching this topic.
|
Existing Materials |
Confidence |
|
Not
Sufficient |
|
|
|
Very Sufficient |
|
|
Not
Confident |
|
|
|
Very Confident |
Use of geosynthetics in: |
|
|
|
|
|
|
|
|
|
|
|
|
a. dams |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
b. drainage structures |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
c. earth slopes |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
d. erosion control |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
e. embankment stabilization |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
f. geoenvironmental engineering |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
g. filtration design |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
h. landfills |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
i. reinforced earth |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
j. retaining walls |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
k. roads |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
l. slope stability |
1
|
2 |
3 |
4 |
5 |
|
|
1
|
2 |
3 |
4 |
5 |
- For each of the following topics related to the use of
geosynthetics, please indicate the extent to which you plan
to address it over the next academic year.
|
Addressed in your course(s): |
|
Not
at all
|
|
|
|
Great Extent
|
|
Course name(s): |
Use of geosynthetics in: |
|
|
|
|
|
|
a. dams |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
b. drainage structures |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
c. earth slopes |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
d. erosion control |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
e. embankment stabilization |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
f. geoenvironmental engineering |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
g. filtration design |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
h. landfills |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
i. reinforced earth |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
j. retaining walls |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
k. roads |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
l. slope stability |
1
|
2 |
3 |
4 |
5 |
|
_______________________________ |
- Please indicate the types of resources you have to teach
each of the following topics in your existing courses.
A. Erosion Control |
|
Not
Sufficient |
|
|
Very
Sufficient |
|
Books |
1
|
2 |
3 |
4 |
5 |
Lecture Notes |
1
|
2 |
3 |
4 |
5 |
Engineering Design Samples |
1
|
2 |
3 |
4 |
5 |
Software |
1
|
2 |
3 |
4 |
5 |
Instructional Materials |
1
|
2 |
3 |
4 |
5 |
Informational Contacts (experts, Internet,
etc.) |
1
|
2 |
3 |
4 |
5 |
B. Filtration |
|
Not
Sufficient |
|
|
Very
Sufficient |
|
Books |
1
|
2 |
3 |
4 |
5 |
Lecture Notes |
1
|
2 |
3 |
4 |
5 |
Engineering Design Samples |
1
|
2 |
3 |
4 |
5 |
Software |
1
|
2 |
3 |
4 |
5 |
Instructional Materials |
1
|
2 |
3 |
4 |
5 |
Informational Contacts (experts, Internet,
etc.) |
1
|
2 |
3 |
4 |
5 |
C. Landfills |
|
Not
Sufficient |
|
|
Very
Sufficient |
|
Books |
1
|
2 |
3 |
4 |
5 |
Lecture Notes |
1
|
2 |
3 |
4 |
5 |
Engineering Design Samples |
1
|
2 |
3 |
4 |
5 |
Software |
1
|
2 |
3 |
4 |
5 |
Instructional Materials |
1
|
2 |
3 |
4 |
5 |
Informational Contacts (experts, Internet,
etc.) |
1
|
2 |
3 |
4 |
5 |
D. Retaining Walls |
|
Not
Sufficient |
|
|
Very
Sufficient |
|
Books |
1
|
2 |
3 |
4 |
5 |
Lecture Notes |
1
|
2 |
3 |
4 |
5 |
Engineering Design Samples |
1
|
2 |
3 |
4 |
5 |
Software |
1
|
2 |
3 |
4 |
5 |
Instructional Materials |
1
|
2 |
3 |
4 |
5 |
Informational Contacts (experts, Internet,
etc.) |
1
|
2 |
3 |
4 |
5 |
E. Slope Stability |
|
Not
Sufficient |
|
|
Very
Sufficient |
|
Books |
1
|
2 |
3 |
4 |
5 |
Lecture Notes |
1
|
2 |
3 |
4 |
5 |
Engineering Design Samples |
1
|
2 |
3 |
4 |
5 |
Software |
1
|
2 |
3 |
4 |
5 |
Instructional Materials |
1
|
2 |
3 |
4 |
5 |
Informational Contacts (experts, Internet,
etc.) |
1
|
2 |
3 |
4 |
5 |
|
|