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Repairs to Hurstbourne Viaduct, southern region
Strengthening operation carried out on 100-vr old 9-arch viaduct; main brick arch spans are sound, but five spandril arches supporting chalk filling and ballasted track have become weak and are being demolished; to avoid extra weight at height of up to 65 ft above ground, spandril cavities were filled with light weight concrete, 9-in. reinforced concrete slab placed immediately below track level, and tracks lowered up to 2 ft. (see also Engineer v 190 Dec 8 1950 p 569)
Repairs to Hurstbourne Viaduct, southern region
Strengthening operation carried out on 100-vr old 9-arch viaduct; main brick arch spans are sound, but five spandril arches supporting chalk filling and ballasted track have become weak and are being demolished; to avoid extra weight at height of up to 65 ft above ground, spandril cavities were filled with light weight concrete, 9-in. reinforced concrete slab placed immediately below track level, and tracks lowered up to 2 ft. (see also Engineer v 190 Dec 8 1950 p 569)
Repairs to Hurstbourne Viaduct, southern region
Ry Gaz
Railway Gazette ; 93
1950
Article (Journal)
English
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Repairs to Hurstbourne Viaduct, southern region
Engineering Index Backfile | 1950
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