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A platform for research: civil engineering, architecture and urbanism
Data on permanent protection against erosion in accordance with Coast Protection Act, 1949; face of cliff is reformed by suitable filling to angle of 45° and reinforced with brush wood; for some sections, work consists of mass concrete toe wall, 3 ft thick with reinforced concrete apron 12 in. thick attached to top of this toe; cost estimate. (See also Instn Mun Engrs -- J v 78 n 1 July 1951 p 53-62 (discussion) 62-3)
Data on permanent protection against erosion in accordance with Coast Protection Act, 1949; face of cliff is reformed by suitable filling to angle of 45° and reinforced with brush wood; for some sections, work consists of mass concrete toe wall, 3 ft thick with reinforced concrete apron 12 in. thick attached to top of this toe; cost estimate. (See also Instn Mun Engrs -- J v 78 n 1 July 1951 p 53-62 (discussion) 62-3)
Sea defence at Bournemouth
Surveyor
Wigmore, G.I. (author)
1951
2 pages
Article (Journal)
English
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