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UNIVERSITY OF WASHINGTON
Department of Civil & Environmental Engineering
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CEE 522 Shear Strength and Slope Stability |
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TTh 8:30 - 10:20 AM, More Hall 221
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Instructor
Pedro Arduino
Office: 132 I More Hall
Phone: 543-6777
email: parduino@u.washington.edu
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Office Hours
M-W 1:00 - 2:00PM |
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Course Description
Stresses in soils, Mohr circles. Failure theories. Shear strength of cohesive and
cohesionless soils and slope stability analysis of natural and man-made
slopes.
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Prerequisites
- CEE 366 - Basic Soil Mechanics or instructor permission
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Textbook
- Duncan, J.M., Wright, S. G., (2005), "Soil Strength and Slope
Stability", Wiley & Sons, (required).
- Holtz, R. D. and Kovaks, W. D. (1981), "
An Introduction to Geotechnical Engineering", Prentice Hall,
First Edition.
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Additional References
- Perloff, W. and Baron, W. (1976), "Soil Mechanics, Principles and
Applications",John Wiley & Sons, First Edition.
- TRB Special Report 247, TRB (1996), "Landslides, Investigation
and Mitigation".
- Abrahamson, et al. (1996), "Slope Stability and Stabilization Methods",John
Wiley & Sons, First Edition.
- Terzaghi, K., Peck, R., and Mesri, G. (1996), "Soil Mechanics in
Engineering Practice",John Wiley & Sons, Third Edition.
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Syllabus |
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Course Syllabus
| Week |
Topic |
Reading Assignment
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| 1 |
Review of Mohr's circles,
Failure Theories |
Chapters 1, 2 (D&W) Chapter 10 (H&K) |
| 2 |
Laboratory strength tests, field strength tests
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Chapters 3, 4 (D&W), Sections 10.5 & 11.9.10
(H&K) |
| 3-4 |
Shear Strength of Sands |
Chapters 5 (D&W), Sections 11.1-11.8 (H&K)
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| 4-5 |
Shear Strength of Clays |
Chapters 5 (D&W), Sections 11.9-11.9.9 (H&K)
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| 5 |
Critical State Soil Mechanics |
References - class notes |
| 6 |
Slope Stability and Processes |
Chapter 6 (D&W) - References - class notes
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| 7 |
Stability Analysis: plane strain and wedge analysis |
Chapter 6 (D&W) |
| 8 |
Stability analysis: circular failure surfaces |
Chapter 7 (D&W) |
| 9 |
Stability analysis: noncircular failure surfaces
and stress deformation analyses, strength factors influencing
slope stability |
Chapter 14 (D&W) |
| 10 |
Mitigation of slope stability |
Chapter 16 (D&W) |
(H&K) = Holtz & Kovacs, (D&W) = Duncan & Wright
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Grading |
| Homeworks/Quizzes |
30% |
| Midterm Exam |
30% |
| Final Exam/Project |
40% |
* There will be 2 exams - one about the 4th or 5th week, and a"final".
* Homework will be due at the beginning of the class period one week from the date it was assigned.
Any later (i.e. after class) will result in a penalty of 50% up to one lecture (2 days) late, after which
the homework will be given a grade of zero.
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Assignments
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Tutorials and Handouts
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Other Links
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