Curtin University Homepage
  • Library
  • Help
    • Admin

    espace - Curtin’s institutional repository

    JavaScript is disabled for your browser. Some features of this site may not work without it.
    View Item 
    • espace Home
    • espace
    • Curtin Theses
    • View Item
    • espace Home
    • espace
    • Curtin Theses
    • View Item

    Soil Slope Stability Techniques: A Comprehensive Analysis

    Azimi SR 2016.pdf (9.207Mb)
    Access Status
    Open access
    Authors
    Azimi, Seyed Reza
    Date
    2016
    Supervisor
    Prof. Hamid Nikraz
    Type
    Thesis
    Award
    MPhil
    
    Metadata
    Show full item record
    Faculty
    Science and Engineering
    School
    Department of Civil Engineering
    URI
    http://hdl.handle.net/20.500.11937/53048
    Collection
    • Curtin Theses
    Abstract

    The slope failure is a dangerous phenomenon for natural or man-made slopes. Such failures can be assess by different numerical or limit state methods. However, other new techniques can be utilized to simulate the slope failures in more effective ways in order to save the construction costs. In this research, a model based on particle image velocimetry is developed to analyze the behavior of slope stability. This method provide real time safety factors and instantaneous velocities of slope movement which are applicable for shallow slope failure studies.

    Related items

    Showing items related by title, author, creator and subject.

    • Submarine Slide and Slump Complexes, Exmouth Plateau, NW Shelf of Australia
      Scarselli, N.; McClay, K.; Elders, Chris (2013)
      Analysis of 3D seismic data shows that the Neogene to near seabed section along the NW flank of the Exmouth Plateau Arch has been affected by numerous slope failures. Seabed collapses originated at water depths of ~1000 ...
    • Multirow arrangement of laterally loaded passive piles in sand
      Mujah, Donovan; Hazarika, H.; Watanabe, N.; Ahmad, F. (2013)
      The use of reinforcement steel bars and passive piles are the oldest method adopted in slope stability counter measure in which, their reinforcing mechanisms are designed to function independently. This research proposes ...
    • Effect of waste rock inclusions on the seismic stability of an upstream raised tailings impoundment: A numerical investigation
      Ferdosi, Behnam; James, M.; Aubertin, M. (2015)
      © 2015, National Research Council of Canada. All rights reserved. Over the years, seismic activity has been a relatively common cause of tailings impoundment failure. The flow of liquefied tailings from such ruptures can ...
    Advanced search

    Browse

    Communities & CollectionsIssue DateAuthorTitleSubjectDocument TypeThis CollectionIssue DateAuthorTitleSubjectDocument Type

    My Account

    Admin

    Statistics

    Most Popular ItemsStatistics by CountryMost Popular Authors

    Follow Curtin

    • 
    • 
    • 
    • 
    • 

    CRICOS Provider Code: 00301JABN: 99 143 842 569TEQSA: PRV12158

    Copyright | Disclaimer | Privacy statement | Accessibility

    Curtin would like to pay respect to the Aboriginal and Torres Strait Islander members of our community by acknowledging the traditional owners of the land on which the Perth campus is located, the Whadjuk people of the Nyungar Nation; and on our Kalgoorlie campus, the Wongutha people of the North-Eastern Goldfields.