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Effects of subsidence on arches final report (RR-TCE-056)

Last updated on 20 December 2013 11:09

This project investigated the effects of subsidence due to all causes on the stability and load carrying capacity of masonry arch bridges. The MAFEA computer program was modified to model abutment movement and a search made for suitable bridges undergoing subsidence for comparison and calibration of MAFEA. Due to...

Author(s): Clark G.W.

Organisation(s): British Rail Research ;

1996

United Kingdom

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