12
Views
1
CrossRef citations to date
0
Altmetric
Original Articles

Rock Mass Strength as a Control of Slope Development

Evidence From Southern Africa

Pages 50-53 | Received 25 Jan 1990, Published online: 13 Nov 2012
 

Abstract

It is known that slopes may retreat, decline, or be replaced by forms with gentler gradients, depending upon structural and environmental conditions. Rock mass strength (RMS) theory allows some of these conditions to be quantified. Slopes on essentially homogeneous strata which are sufficiently strong to support cliffs (RMS ratings of 57 and greater) develop by slope replacement, but slopes on rocks with RMS ratings of 50 and lower develop by decline. A resistant caprock overlying less resistant strata promotes parallel slope retreat where differences in strength between adjacent strata are ofthe order of 10 points on the RMS scale for caprocks of approximately 16 m in thickness, with greater differences in RMS being required for thinner resistant cappings to induce retreat.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.