IDEAS home Printed from https://ideas.repec.org/a/zib/zmacem/v1y2020i1p6-9.html
   My bibliography  Save this article

Comparing The Various Slope Stability Methods To Find The Optimum Method For Calculating Factor Of Slope Safety

Author

Listed:
  • Muhammad Israr Khan

    (School of Resources and Civil Engineering, Northeastern University, China)

  • Shuhong Wang

    (School of Resources and Civil Engineering, Northeastern University, China)

Abstract

There are various slope stability analysis methods normally used to find the factor of safety of a slope. All the methods have different analysis techniques and formulation, due to which the results also varies in some cases. In this research article, all those methods are compared and the results are provided in graphical form to show the variation. The results can be used in any slope stability project to find the optimum value for factor of slope safety and hence can minimize the risk while designing any slope in hilly areas or in case of designing an earthen dam.

Suggested Citation

  • Muhammad Israr Khan & Shuhong Wang, 2020. "Comparing The Various Slope Stability Methods To Find The Optimum Method For Calculating Factor Of Slope Safety," Materials & Corrosion Engineering Management (MACEM), Zibeline International Publishing, vol. 1(1), pages 6-9, June.
  • Handle: RePEc:zib:zmacem:v:1:y:2020:i:1:p:6-9
    DOI: 10.26480/macem.01.2020.06.09
    as

    Download full text from publisher

    File URL: https://macej.com.my/download/14384/
    Download Restriction: no

    File URL: https://libkey.io/10.26480/macem.01.2020.06.09?utm_source=ideas
    LibKey link: if access is restricted and if your library uses this service, LibKey will redirect you to where you can use your library subscription to access this item
    ---><---

    Citations

    Citations are extracted by the CitEc Project, subscribe to its RSS feed for this item.
    as


    Cited by:

    1. Pisanu Chuaiwate & Saravut Jaritngam & Pattamad Panedpojaman & Nirut Konkong, 2022. "Probabilistic Analysis of Slope against Uncertain Soil Parameters," Sustainability, MDPI, vol. 14(21), pages 1-14, November.

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:zib:zmacem:v:1:y:2020:i:1:p:6-9. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: Zibeline International Publishing (email available below). General contact details of provider: https://macej.com.my/ .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.