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Keywords: TIES
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Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1994) 107 (2): 65–76.
Published: 01 April 1994
.... Originally, a system of ties on either side of the most vulnerable walls wasproposed. These tieswere to be stressed to alevel which would counteract the tensionsin the masonry produced by the predicted subsidence of the north-east corner. At the request of English Heritage, the number of ties and the length...
