Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Foundation of Mactaquac rockfill dam
Site conditions and construction methods used are discussed together with solutions of foundation problems; bedrock at dam site was covered with previous layer of stratified silt, sand and gravel; underwater dredging amounted to 1,650,000 cu yd; extensive drilling on 100 ft grid; artesian layer drawdown over 50 ft by deep well system; permanent pressure relief system free-draining to tail-water will be provided.
Foundation of Mactaquac rockfill dam
Site conditions and construction methods used are discussed together with solutions of foundation problems; bedrock at dam site was covered with previous layer of stratified silt, sand and gravel; underwater dredging amounted to 1,650,000 cu yd; extensive drilling on 100 ft grid; artesian layer drawdown over 50 ft by deep well system; permanent pressure relief system free-draining to tail-water will be provided.
Foundation of Mactaquac rockfill dam
Eng J
Conlon, R.J. (Autor:in) / Ganong, G.H.D. (Autor:in)
Engineering Journal ; 49
1966
6 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Structural Monitoring of the Mactaquac Dam using GPS Sensors
British Library Conference Proceedings | 2011
|Foundation failures in four rockfill slopes
TIBKAT | 1969
|Foundation failures of four rockfill slopes
Engineering Index Backfile | 1969
|Rockfill Dams: Foundation Treatment Of Paradela Dam
ASCE | 2021
|Arthurs lakes rockfill dam -- Foundation pore pressures and total foundation pressures
Engineering Index Backfile | 1963
|