Research Article
Feb 1978

Stability Charts for Simple Earth Slopes

This article has a reply.
VIEW THE REPLY
This article has a reply.
VIEW THE REPLY
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 2

Abstract

Charts are presented for cohesive-frictional soil which give safety factors and details of critical slip circles for depth factors of 1, 1.25, and 1.50 as well as toe circles. The charts are drawn for pore pressure ratios of 0, 0.25, and 0.50 and for slopes up to 45—. A variation of the friction circle method was used to construct the charts. The format of the charts is similar to Janbu's charts so that the need for so much interpolation, extrapolation, and iteration, a characteristic of earlier charts, has been removed. However, Janbu's method for allowing for pore pressure was found to be unacceptable except for small slope angles and low pore pressure ratios. For high slope angles and pore pressure ratios Janbu's method gives safety factors that are too high.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Journal of the Geotechnical Engineering Division
Volume 104Issue 2February 1978
Pages: 267 - 279

History

Published in print: Feb 1978
Published online: Feb 11, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Brian F. Cousins
Sr. Lect., Civ. Engrg. Dept., Univ. of Tasmania, Hobart, Australia

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share