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- W2291623716 abstract "Floors of hydraulic structures, which are located below the minimum tail-water level or sub-soil water-level or within the range of reservoir effect, are subjected to severe uplift pressures. In view of the magnitude of such uplift pressures, generally it will not be economically advisable to counterbalance it with the weight of the floor slab alone. Instead, the effective weight of the floor slab is increased by anchoring it to the underlying rock. The anchors, in effect, tie the floor slab to a cone of rock, the volume oj which depend,s upon the anchor depth, their spacing and the angle of rupture of the soil. Field tests which were conducted at Beas Dam site to determine the type of anchors to be provided, and other parameters governing their six, depth and spacing are described in this paper." @default.
- W2291623716 created "2016-06-24" @default.
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- W2291623716 date "1971-01-01" @default.
- W2291623716 modified "2023-09-26" @default.
- W2291623716 title "Field Tests for Design of Anchors against Uplift Pressure" @default.
- W2291623716 hasPublicationYear "1971" @default.
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