302787 (v.1) Geotechnical Engineering 262


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 1.5 Hours Weekly

Tutorial:

1 x 1 Hours Weekly

Laboratory:

1 x 0.5 Hours Weekly

Prerequisite(s):

302780 (v.1) Civil Engineering 261 or any previous version
 

Syllabus:

Soil compaction, soil water at rest, soil water at motion, effective stress concepts - Stresses in saturated soils without seepage, stresses in saturated soil with seepage and seepage force. Stresses in a soil mass - normal and shear stresses on a plane,the pole method of finding stresses along a plane, stress caused by a point load. Westergaard's solution for vertical stress caused by a point load. Stress paths. Rheological Models. Routine laboratory index soil tests - water content, Atterberg limits,grain size, unit weight, relative density, specific gravity, shrinkage limit.
 
** 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:

Not Online

Result Type:

Grade/Mark

Availability

Year Location Period Internal Area External Central External
2004 Bentley Campus Semester 2 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