Stability Prediction of Intensification of the Lime Sludge Impoundment

Article Preview

Abstract:

An impoundment is an engineering construction used for the safe deposition of unexploitable waste from industrial and mining facilities. In terms of the legislative requirements of the Slovak Republic, a Measurements Project must be developed for each impoundment. In this document the prerequisites for the safe operation of an impoundment, the limit and critical values of the monitored phenomena and the facts influencing the safety of the impoundment and the area endangered by such a site are also defined. The safety and stability of an impoundment are verified according to a Measurements Project by considering stability at regular time intervals. This contribution presents, in the form of a parametric study, a stability analysis of a lime sludge impoundment. The stability analysis provides an example of the utilization of an information database of the results of the regular monitoring of the geotechnical properties of the materials forming the impoundment ́s body and the surrounding rock mass.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

112-117

Citation:

Online since:

June 2015

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] I. Slavik, Monitoring of the geotechnical properties of geomaterials of the impoundments, Habilitation thesis, STU Bratislava, Slovakia, p.173 (2012) (in Slovak).

Google Scholar

[2] K.E. Petterson, The early history of circular sliding surfaces, Geotechnique 5, p.275–296, (1955).

Google Scholar

[3] A.W. Bishop, The use of the slip circle in the stability analysis of slopes, Geotechnique 5, pp.7-17, (1955).

Google Scholar

[4] S.K. Sarma, Stability analysis of embankments and slopes, Geotechnique 23, pp.423-433, (1973).

Google Scholar

[5] M. Kluz, M. Masarovicova, I. Slavik, J. Breznicky, NCHZ Novaky – Verifying the actual material properties of Impoundment 7 Novaky and lime landfill Podubie, STU Bratislava, Slovakia Bratislava, p.106, (2010) (in Slovak).

Google Scholar

[6] M. Masarovicova, I. Slavik, J. Jesenak, Geotechnical Problems of a Calcareous Desludging Site, in Proceedings of 12. Donau-Europäischen Konferenz Geotechnisches Ingenieurwesen, Tagungsband, Passau, Germany, Essen, Verlag Gluckauf GmbH, pp.515-518, (2002).

Google Scholar

[7] M. Masarovicova, I. Slavik, NCHZ Novaky – The extension of geotechnical information database for stability analysis of the Impoundment 7 Novaky, STU Bratislava, Slovakia Bratislava, p.96, (2006) (in Slovak).

Google Scholar

[8] Slovak standard – STN 75 3310 – Impoundment (1991) (in Slovak).

Google Scholar