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Slope Instability and Stabilisation - CVEN9521
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Campus: Kensington Campus
 
 
Career: Postgraduate
 
 
Units of Credit: 6
 
 
EFTSL: 0.12500 (more info)
 
 
Indicative Contact Hours per Week: 3
 
 
Fee Band: 2 (more info)
 
 
Further Information: See Class Timetable
 
  

Description

Landslide classification and recognition; relation to topography and geology. Site investigations for landslides – the specific issues. Analysis of stability; selection of shear strengths, shear strength of fissured clays; review of limit equilibrium anlaysis, back-analysis; slope stabilization, pre failure deformations of soil slopes. Slope stabilization techniques including geometry change, control of piezometric pressures, anchoring, retaining walls, reinforced soil. Design of slopes in soft clay, including pre-loading, wick drains. Rock slope stability analysis including stereographic methods for planar, wedge and toppling modes. Probabilistic methods in rock slope stability analysis. Rock slope stabilization by anchors, bolts, cables, and drainage. Pre and post failure deformations of excavated rock slopes.


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© The University of New South Wales (CRICOS Provider No.: 00098G), 2004-2011. The information contained in this Handbook is indicative only. While every effort is made to keep this information up-to-date, the University reserves the right to discontinue or vary arrangements, programs and courses at any time without notice and at its discretion. While the University will try to avoid or minimise any inconvenience, changes may also be made to programs, courses and staff after enrolment. The University may also set limits on the number of students in a course.