Date
02 Jun 1988, 10:30 am - 3:00 pm
Abstract
For profitability steep overall slope angle is essential for openpit mines without endangering the safety for the life time of the pit. Openpits have been designed to depths of 150 to 200 metres. For optimum slope angles of the footwall and the hanging wall of a rock phosphate mine, near Udaipur, Rajasthan , geotechnical investigation covering discontinuity mapping, analysis of data, testing of geo-mechanical properties in laboratory and in in-situ condition were conducted. Slope monitoring was done by precise surveying instruments to give advance warning of impending ground movement. On the basis of geotechnical studies the mine has been designed with an overall slope angle of 33 degrees up to 200 metres depth.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
2nd Conference of the International Conference on Case Histories in Geotechnical Engineering
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1988 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Singh, V. K.; Baliga, B. D.; and Singh, B., "Openpit Mine Slope Stability – A Case Study" (1988). International Conference on Case Histories in Geotechnical Engineering. 33.
https://scholarsmine.mst.edu/icchge/2icchge/2icchge-session3/33
Openpit Mine Slope Stability – A Case Study
For profitability steep overall slope angle is essential for openpit mines without endangering the safety for the life time of the pit. Openpits have been designed to depths of 150 to 200 metres. For optimum slope angles of the footwall and the hanging wall of a rock phosphate mine, near Udaipur, Rajasthan , geotechnical investigation covering discontinuity mapping, analysis of data, testing of geo-mechanical properties in laboratory and in in-situ condition were conducted. Slope monitoring was done by precise surveying instruments to give advance warning of impending ground movement. On the basis of geotechnical studies the mine has been designed with an overall slope angle of 33 degrees up to 200 metres depth.
