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Influence of railway loading on the performance of soil-filled masonry arch bridges

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Figure

Figure 2. General arrangement of the masonry arch barrel and abutments, with the positions of pressure cells and LVDTs as indicated(dimensions in mm)
Table 1. Test sequences for bridge EP1 (subjected to highwayloading) and EP3 (subjected to railway loading)
Figure 3. (a) Cyclic highway loading arrangement for EP1. (b) Quasi-static highway loading arrangement for EP1-PH1 and EP1-PH2.(c) Cyclic railway loading arrangement for EP3
Figure 4. Cyclic loading regime showing applied force againsttime for each actuator (Act
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