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Principles of design and construction with special reference to Hardy Dam, on Muskegon River, in Michigan, composed essentially of porous sand embankment, 120 ft high, with central flexible concrete corewall set on steel sheet piling driven 60 ft into underlying, pervious, water-bearing sand and gravel glacial drift, several hundred feet thick; design and settlement of embankments and foundations; spillway requirements. (See also - (discussions) n 5, 7, 8 pt 1 and 9, May p 920-1, Sept p 1201-3, Oct p 1348-53 and Nov p 1444-54)
Principles of design and construction with special reference to Hardy Dam, on Muskegon River, in Michigan, composed essentially of porous sand embankment, 120 ft high, with central flexible concrete corewall set on steel sheet piling driven 60 ft into underlying, pervious, water-bearing sand and gravel glacial drift, several hundred feet thick; design and settlement of embankments and foundations; spillway requirements. (See also - (discussions) n 5, 7, 8 pt 1 and 9, May p 920-1, Sept p 1201-3, Oct p 1348-53 and Nov p 1444-54)
High dams on pervious glacial drift
Am Soc Civ Engrs -- Proc
Burd, E.M. (Autor:in)
1933
27 pages
Aufsatz (Zeitschrift)
Englisch
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High dams on pervious glacial drift
Engineering Index Backfile | 1934
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