{"title":"A practical safety risk model for monitoring program design","authors":"J. Venter, E. Hamman","doi":"10.36487/ACG_REP/1905_09_VENTER","DOIUrl":null,"url":null,"abstract":"Many publications are available that provide statements of best practice in terms of open pit slope risk management. However, to date none provide a risk model that demonstrates the risk reduction achieved for applying each of the risk management elements. This leaves the slope stability practitioner unable to analytically answer questions such as: \nThis paper applies the Venter and Hamman (2018a) temporal safety risk model to an open pit in West Africa. The paper demonstrates the use of the model to a small saprolite open pit and concludes with recommendations for slope instability registers to facilitate future back-analysis in terms of this model.","PeriodicalId":337751,"journal":{"name":"Proceedings of the First International Conference on Mining Geomechanical Risk","volume":"32 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the First International Conference on Mining Geomechanical Risk","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.36487/ACG_REP/1905_09_VENTER","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Many publications are available that provide statements of best practice in terms of open pit slope risk management. However, to date none provide a risk model that demonstrates the risk reduction achieved for applying each of the risk management elements. This leaves the slope stability practitioner unable to analytically answer questions such as:
This paper applies the Venter and Hamman (2018a) temporal safety risk model to an open pit in West Africa. The paper demonstrates the use of the model to a small saprolite open pit and concludes with recommendations for slope instability registers to facilitate future back-analysis in terms of this model.