Demodara Nine Arch Bridge railway masonry: lime-cement mortars and catenary thrust vectors?
How do the nine semi-circular stone-and-brick arches transfer dynamic braking loads of 120-ton broad-gauge trains down into gorge foundations without structural rebar?
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5 Answers from travellers
The Nine Arch Viaduct at Demodara (Bridge No. 40) is an unreinforced masonry arch bridge constructed strictly of dressed granite blocks, high-fired clay bricks, and hydraulic cement-lime mortar. Because structural steel was unavailable during World War I, engineers designed semi-circular arch barrels (each spanning 30 feet) that operate entirely in compression. When a 120-ton diesel locomotive rounds the 10-degree curve across the viaduct, dead weight and lateral centrifugal braking forces resolve into downward thrust lines that stay within the middle third of the arch ring. These vectors travel down into massive tapered stone piers founded directly on unweathered charnockite bedrock.
Internal hollow spandrel walls reduce dead weight above arch crowns while vertical masonry weep-holes relieve hydrostatic pressure behind brick retaining faces.
Traditional builder P.K. Appuhami supervised local artisan masons who keyed interlocking granite voussoirs dry before grouting joints with hydraulic lime putty.
Vibration sensors installed during recent structural safety audits confirm zero micro-fracturing along the masonry mortar joints under heavy container freight movements.
Photographers walking along the tracks must follow safety rules; scheduled passenger train timings leave limited clearance on narrow ballast refuge bays.
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