Area: |
Department of Civil Engineering |
Credits: |
12.5 |
Contact Hours: |
3.0 |
| |
| ** The tuition pattern below provides details of the types of classes and their duration. This is to be used as a guide only. For more precise information please check your unit outline. ** |
| |
Lecture: |
1 x 1 Hours Weekly |
Tutorial: |
1 x 1 Hours Weekly |
Laboratory: |
1 x 1 Hours Weekly |
Prerequisite(s): |
302783 (v.1) Civil and Structural Analysis 262 or any previous version
AND
302787 (v.1) Geotechnical Engineering 262 or any previous version
|
| |
Syllabus: |
Stresses and strain in soils, shear strength, shear strength of sand, shear strength of clay, critical state theory. Soil bearing capacity for shallow foundations. Ultimate soil-bearing capacity for shallow foundations, Terzaghi's ultimate bearing capacity equation, effect of groundwater table, factor of safety, general bearing capacity equation, foundations subjected to one or two-way eccentricity, plate load test - a field test, bearing capacity of foundations on slope, and bearing capacity of sand based on settlement. |
| |
| ** To ensure that the most up-to-date information about unit references, texts and outcomes appears, they will be provided in your unit outline prior to commencement. ** |
| |
Field of Education: |
30900 Civil Engineering (Narrow Grouping) |
HECS Band (if applicable): |
2 |
|
Extent to which this unit or thesis
utilises online information: |
Informational |
Result Type: |
Grade/Mark |
|
Availability |
| Year |
Location |
Period |
Internal |
Area External |
Central External |
| 2004 |
Bentley Campus |
Semester 1 |
Y |
|
|
Area
External |
refers to external course/units run by the School or Department, offered online or through Web CT, or offered by research. |
Central
External | refers to external course/units run through the Curtin Bentley-based Distance Education Area |
|
