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Construction of gypsum plaster mill and warehouse for British Gypsum Ltd at Mountfield, Great Britain; long-term stability of cuttings 50 ft deep in Wadhurst clay was assessed on effective stress basis and slope of 1 in 3 was found to be safe, provided groundwater levels were controlled by surface water drainage system; soil from excavations was placed in adjacent valley after culverting river for length of 400 yd; design features of plant and building foundations, auger-bored piles, and partially suspended warehouse floor; sewage treatment works formed part of constructions in reinforced concrete to minimize risk of damage by movements of clay soil.
Construction of gypsum plaster mill and warehouse for British Gypsum Ltd at Mountfield, Great Britain; long-term stability of cuttings 50 ft deep in Wadhurst clay was assessed on effective stress basis and slope of 1 in 3 was found to be safe, provided groundwater levels were controlled by surface water drainage system; soil from excavations was placed in adjacent valley after culverting river for length of 400 yd; design features of plant and building foundations, auger-bored piles, and partially suspended warehouse floor; sewage treatment works formed part of constructions in reinforced concrete to minimize risk of damage by movements of clay soil.
Building on hillside
Structural Engr
Cracknell, D.W. (Autor:in)
Structural Engineer ; 46
1968
10 pages
Aufsatz (Zeitschrift)
Englisch
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Building a Hillside Foundation
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