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STABILITY STUDY OF ROCK SLOPE IN FRACTURED QUARTZITE AT RIGHT SIDE OF SPILLWAY, MIDDLE MARSYANGDI HYDROELECTRIC PROJECT, NEPAL


Stability study of rock slope in fractured quartzite at right side of spillway, Middle Marsyangdi Hydroelectric Project, Nepal

Kaustubh Mani Nepal

1NEA, Middle Marsyangdi Hydroelectric Project, Nepal

Roger Olsson

2Statkraft Grøner, Lysaker, Norway

Jour. Nepal Geol. Soc., 2003, Vol. 28, 77–83

 

Abstract

A 120 m long and 68 m high rock cut slope is designed at the right side of spillway of Middle Marsyangdi Hydroelectric Project. This paper describes the stability studies performed for the rock cut slopes in jointed quartzite for foundation of spillway.

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