Skip to main content
Log in

Evaluation of waste embankment slope stability: Valea Manastirii, Gorj, Romania

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Abstract

One of the largest mining waste deposits in Romania is in the Montru valley where coal has been exploited for many years. The waste embankment is 60 m high and covers an area of 6 km2 . In March 2000 a large landslip occurred with lateral movement in the order of 30 to 50 m which resulted in the blocking of the River Montru. The slip surface extended downwards into the Pliocene deposits beneath the river floor. The paper describes the investigations undertaken to assess the short and long term stabilty of the waste embankment.

Résumé

L’un des plus grands terrils miniers de Roumanie se trouve dans la vallée de Montru où le charbon est exploité depuis de nombreuses années. Le terril a 60 m de hauteur et couvre une surface de 6 km2. En mars 2000 un important glissement s’est déclenché, avec un mouvement latéral de 30 à 50 m qui a conduit à l’obstruction de la rivière Montru. La surface de glissement se développait en profondeur dans les dépôts pliocènes sous le lit de la rivière. L’article décrit les travaux entrepris pour évaluer la stabilité à court et long terme du terril minier.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5

Similar content being viewed by others

References

  • Bohn P (1994) Classification of geological formations suitable for the dumping of hazardous wastes. Engineering Geology and Waste Disposal. Scientific Report IAEG Commission no 14. Annex 2, pp 1–10

  • Burland JB (1990) On the compressibility and shear strength of natural clay. Géotechnique 40:329–378

    Google Scholar 

  • Comité Européen de Normalisation (1994) Eurocode 7: geotechnical design- part 1: general rules. European Prestandard ENV 1997–1. Commite European de Normali-zation, Brussels, p 123

  • Janbu N (1973) Slope stability computations. In: Hirschfeld, Poulos (eds) Embankment–Dam Engineering. Wiley, New York, pp 47–86

    Google Scholar 

  • Langer M (1995) Engineering geology and waste disposal: criteria for site selection. IAEG Bull.51

  • Plaxis Finite Code for Soil and Rock Analysis (1998) version 7 A.A. Balkema, Rotterdam Brookfield

  • Sharma PV (1997) Environmental and engineering geophysics. Cambridge University Press, Cambridge, p 428

    Google Scholar 

  • Toorman EA (1996) Sedimentation and self-weight consolidation: general unifying theory. Géotechnique 46:103–113

    Article  Google Scholar 

  • Toorman EA (1999) Sedimentation and self-weight consolidation: constitutive equation and numerical modeling. Géotechnique 49:709–726

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mihaela Stanciucu.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Stanciucu, M. Evaluation of waste embankment slope stability: Valea Manastirii, Gorj, Romania. Bull Eng Geol Environ 64, 341–346 (2005). https://doi.org/10.1007/s10064-005-0010-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-005-0010-5

Keywords

Mots clés

Navigation