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Stabilisation of embankment with difficult access at Belford, Northumberland
Last updated on 02 September 2014 3:40
A 130m long section of the Belford Upside embankment runs at the crest of a disused quarry. The embankment is up to 7m high with variable slope angles from 35º to 40º, and was constructed using cohesive glacial till. The over-steepened slopes have led to significant ballast movement, resulting in...
Author(s):
Solera S. A.
Organisation(s):
Hyder Consulting (UK) Ltd. ;
2003
United Kingdom
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