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Construction and testing of twin underground concrete penstocks for Mareges power plant, 4.4 m to 6.2 m in diam; downstream end, designed as above ground structure is reinforced with 6-strand cables, and anchored at bottom and prestressed by hydraulic jacks pushing cable outwards along horizontal diameter. (English Abstract) (See also Annales des Ponts et Chaussees v 106 n 4 Apr 1936 p 423-75)
Construction and testing of twin underground concrete penstocks for Mareges power plant, 4.4 m to 6.2 m in diam; downstream end, designed as above ground structure is reinforced with 6-strand cables, and anchored at bottom and prestressed by hydraulic jacks pushing cable outwards along horizontal diameter. (English Abstract) (See also Annales des Ponts et Chaussees v 106 n 4 Apr 1936 p 423-75)
Le frettage des condulites forcees de l'usine hydroe lectrique de Mareges
Le frettage des condulites forcees de l'usine hydroe lectrique de Mareges
Mary (author)
1936
Article (Journal)
English
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Le frettage des condulites forcees de l'usine hydroe lectrique de Mareges
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