Selection and Justification of Design Variables for Strength Properties of Rocks in Slope Stability Analysis for Open Pits

2021

Closed access Metadata (CSL-JSON)
DOI 10.1134/s1062739121030042
Data confidence 70 medium
How this score is calculated

It is built from checkable properties of the record itself: whether the article has a DOI, how many independent sources confirmed its data, whether the required fields are filled in, and how recent the latest confirmation is. Disagreement between sources and a missing identifier lower it. A value of 80 or above means the record was published without further checking; 60 to 79 means it is published at reduced confidence, with a manual check advisable. A record verified by an editor by hand is never pushed below 90 by a recalculation. This scores our data about the article, not the article itself.

Abstract

Abstract The presented procedure of slope stability analysis for open pits is based on the comprehensive studies into physical/mechanical properties and structural tectonics of pit wall rock mass with regard to jointing. The procedure is applied to find determine structural weakening and rock quality in Koktaszhal Open Pit Copper Mine in Kazakhstan.