Masonry Arch & Bridge Strengthening Transport Research and Laboratory Tests
Thursday June 21, 2001
A bridge with a known loading strength of 20 tonnes was taken to a 45 tonne load. The failure was due to the crushing of the brickwork (masonry) as predicted by analyses. It should be noted that this loading was the maximum the brickwork could sustain.
Load test to failure on a ring-separated arch repaired using CINTEC Anchor System
by: S K Sumon
Unpublished Project Report
PR/CE/61/98
P6932
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Loading to failure of an Archtec strengthened brick arch using Cintec™ Multi-bar anchors
by: A Sexton and G I Crabb
PR/IS/59/01
P9493
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