A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Hydrostatic uplift in pervious soils
Describes original research to determine-hydrostatic uplift on base of structure, founded on pervious soil, when there is no loss of head due to velocity of flow; records results of 218 tests; soil materials used were sand, gravel, and clay; tests were conducted with both low and high hydrostatic heads; apparatus used and methods of conducting tests fully described and illustrated. (See also - discussions in no. 6, Aug. pp. 1971-1995 and no. 10 Dec. 1928 2707-2709, 5 figs)
Hydrostatic uplift in pervious soils
Describes original research to determine-hydrostatic uplift on base of structure, founded on pervious soil, when there is no loss of head due to velocity of flow; records results of 218 tests; soil materials used were sand, gravel, and clay; tests were conducted with both low and high hydrostatic heads; apparatus used and methods of conducting tests fully described and illustrated. (See also - discussions in no. 6, Aug. pp. 1971-1995 and no. 10 Dec. 1928 2707-2709, 5 figs)
Hydrostatic uplift in pervious soils
Am. Soc. Civ. Engrs. -- Proc
deB. Parsons, H. (author)
1928
25 pages
Article (Journal)
English
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Hydrostatic uplift in pervious soils
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