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Selset reservoir -- Design and performance of embankment
130-ft high embankment constructed of clay of low permeability in area of high rainfall by using closely spaced drainage blankets to reduce high pore water pressures set up; estimates of pore pressure made at design stage are reviewed in light of results; rise in groundwater level downstream of cutoff on impounding recorded; effect of resulting uplift on stability of downstream slope and south abutment, and its control by relief wells.
Selset reservoir -- Design and performance of embankment
130-ft high embankment constructed of clay of low permeability in area of high rainfall by using closely spaced drainage blankets to reduce high pore water pressures set up; estimates of pore pressure made at design stage are reviewed in light of results; rise in groundwater level downstream of cutoff on impounding recorded; effect of resulting uplift on stability of downstream slope and south abutment, and its control by relief wells.
Selset reservoir -- Design and performance of embankment
Instn Civ Engrs -- Proc
Bishop, A.W. (Autor:in) / Vaughan, P.R. (Autor:in)
1962
42 pages
Aufsatz (Zeitschrift)
Englisch
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