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

Authors

  • Kaustubh Mani Nepal NEA, Middle Marsyangdi Hydroelectric Project
  • Roger Olsson Statkraft Groner, Lysaker, Norway

Keywords:

Middle Marsyangdi Hydroelectric Project, rock slope stability, spillway

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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Published

2003-11-02

How to Cite

Stability study of rock slope in fractured quartzite at right side of spillway, Middle Marsyangdi Hydroelectric Project, Nepal. (2003). Journal of Nepal Geological Society, 28, 77–83. https://doi.org/10.3126/jngs.v28i0.31724

Issue

Vol. 28 (2003)

Section

Articles

License

© Nepal Geological Society

How to Cite

Stability study of rock slope in fractured quartzite at right side of spillway, Middle Marsyangdi Hydroelectric Project, Nepal. (2003). Journal of Nepal Geological Society, 28, 77–83. https://doi.org/10.3126/jngs.v28i0.31724