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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 - discussion p 62-3; abstract in Surveyor v 110 n 3099 July 28 1951 p 475-6)
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 - discussion p 62-3; abstract in Surveyor v 110 n 3099 July 28 1951 p 475-6)
Sea defence at Bournemouth
Instn Mun Engrs -- J
Wigmore, G.I. (author)
1951
10 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
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