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Geotechnical works to enable track-bed upgrade below “Chorley Flying Arches”
Last updated on 03 December 2013 11:40
The site comprised a 25 m deep cutting formed through a mixed matrix of Glacial Sand and Till. The toe of the cutting was retained by a near-vertical masonry retaining wall (‘wall’) up to 6 m in height with the highest sections propped at the top by 16 masonry arches...
Author(s):
Chin E.L.;Raybould M.J.;Shelley I.M.
Organisation(s):
Scott Wilson Ground Engineering ;
2009
United Kingdom
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