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Bulletin of Engineering Geology and the Environment

Erschienen in:

01.03.2004

Probabilistic rock slope stability analysis for Himalayan conditions

verfasst von: Shubh Pathak, Bjørn Nilsen

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 1/2004

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Abstract

Quantification of variable input parameters (groundwater pressure, active friction angle and seismic acceleration) is often a difficult task in slope stability analysis for Himalayan conditions. The objectives of the study were to estimate the value of these variable parameters and study their sensitivity in rock slope stability analyses for Himalayan conditions.

A road cut at the Desander back slope of the Kali Gandaki hydropower project of Nepal is considered as a case history as it is representative of a common stability problem in Himalayan conditions. It is concluded that the probabilistic approach is the most realistic way of determining input parameters for slope stability analysis.

Vorheriger Artikel Causes of seepage water in drainage and grouting galleries of the Pandoh Dam, Central Himalaya

Nächster Artikel An evaluation of the procedure and results of laboratory crushing in quality assessment of rock aggregate raw materials

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Titel: Probabilistic rock slope stability analysis for Himalayan conditions
verfasst von: Shubh Pathak
Bjørn Nilsen
Publikationsdatum: 01.03.2004
Verlag: Springer-Verlag
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 1/2004
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-003-0226-1

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