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Hongrin-Leman hydroelectric power development; roof support technique using anchoring rods and shotcrete applied on excavated surfaces offers quick and economical solution in building large underground power plants; this was desmontrated in excavation of 136.5 m long, 30.5 m wide, 36.85 m maximum height semicylindrical cavern for Veytaux power plant; stress analysis using finite element method by Zienkiewicz (1967) is presented; results were confirmed and complemented by photoelastic experiments performed on homogeneous medium and on homogeneous medium with regular array of fissures. (04556)
Hongrin-Leman hydroelectric power development; roof support technique using anchoring rods and shotcrete applied on excavated surfaces offers quick and economical solution in building large underground power plants; this was desmontrated in excavation of 136.5 m long, 30.5 m wide, 36.85 m maximum height semicylindrical cavern for Veytaux power plant; stress analysis using finite element method by Zienkiewicz (1967) is presented; results were confirmed and complemented by photoelastic experiments performed on homogeneous medium and on homogeneous medium with regular array of fissures. (04556)
Amenagement Hongrin-Leman
Amenagement Hongrin-Leman
Rescher, O.J. (author)
1968
12 pages
Article (Journal)
French
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Online Contents | 1994
Engineering Index Backfile | 1937
|Engineering Index Backfile | 1937
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