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Construction of new runway at Amman, Jordan
History and development; topographical and soil surveys; investigations of water supply, drainage and access to site; flexible pavement designed on CBR (California bearing ratio) and rigid pavement based on H.M.WESTERGAARD's theory; base course of crushed material; 1-in. bituminous asphalt wearing course on 2 1/2-in. bitumen macadam base; double slab concrete pavement has 8-in. upper slab and 9-in. lower slab. (See also - discussion p 412-22)
Construction of new runway at Amman, Jordan
History and development; topographical and soil surveys; investigations of water supply, drainage and access to site; flexible pavement designed on CBR (California bearing ratio) and rigid pavement based on H.M.WESTERGAARD's theory; base course of crushed material; 1-in. bituminous asphalt wearing course on 2 1/2-in. bitumen macadam base; double slab concrete pavement has 8-in. upper slab and 9-in. lower slab. (See also - discussion p 412-22)
Construction of new runway at Amman, Jordan
Instn Civ Engrs -- Proc
Macrae, A.R. (Autor:in) / Smith, A.F. (Autor:in)
1954
28 pages
6 Supp plates
Aufsatz (Zeitschrift)
Englisch
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