Civil Engineering
Constitutive Models for Soil
3 credits
Introduction to continuum mechanics; basics of elastoplasticity; stress-strain behavior of geomaterials; anisotropy; monotonic and cyclic loading; critical state soil mechanics; specific constitutive models for clays and sands.
Average
88.1%
Students
24
Sections
3
Grade distribution. <50: 0, 50-54: 0, 55-59: 0, 60-63: 0, 64-67: 1, 68-71: 0, 72-75: 0, 76-79: 2, 80-84: 1, 85-89: 1, 90-100: 6.
Historical Averages
2017–2023
Lowest section avg
86.0%
Highest section avg
93.0%
Terms offered
3
Some grade ranges were withheld by UBC to protect student privacy and are not shown above.
Grade data from ubc-pair-grade-data.
| Section | Activity | Status | Time | Instructor |
|---|---|---|---|---|
| 201 | Lecture | Open | Fri 09:30-12:30 | Mahdi Taiebat |
No course reviews yet. If you took this course, yours would be the first anyone reads.