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Foundation grouting and joint permeability measurements at Bendora dam
Comprehensive account is given of grouting and joint permeability measurement methods employed at Bendora dam in Australian Capital Territory; analysis of grout consumption in hard fractured metamorphic rocks at site which varied from 10 cu ft/100 sq ft up to 90 cu ft/100 sq ft, depending on joint permeability; location, extent and sequence of grouting, method of grout injection, injection pressures, grout composition are described; analysis of grout consumption and effectiveness of grouting are considered. (v 18 n 11, Nov 1966 p 441-5, n 12 Dec p 489-94, 498)
Foundation grouting and joint permeability measurements at Bendora dam
Comprehensive account is given of grouting and joint permeability measurement methods employed at Bendora dam in Australian Capital Territory; analysis of grout consumption in hard fractured metamorphic rocks at site which varied from 10 cu ft/100 sq ft up to 90 cu ft/100 sq ft, depending on joint permeability; location, extent and sequence of grouting, method of grout injection, injection pressures, grout composition are described; analysis of grout consumption and effectiveness of grouting are considered. (v 18 n 11, Nov 1966 p 441-5, n 12 Dec p 489-94, 498)
Foundation grouting and joint permeability measurements at Bendora dam
Water Power
Hill, J.K. (author)
Water Power ; 19
1967
4 pages
Article (Journal)
English
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