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    LTA Circle Line tunnel strengthening: deformation lessons for MRT engineers

    December 10, 2025|

    Reviewed by Tom Sullivan

    LTA Circle Line tunnel strengthening: deformation lessons for MRT engineers

    First reported on Geoengineer.org – News

    30 Second Briefing

    Singapore’s Land Transport Authority has begun strengthening works on two operational Circle Line bored tunnels after identifying progressive ground deformation, described as tunnel squatting, along a localised section. The targeted programme will install additional structural support within the tunnel lining and improve ground stabilisation around the affected zone, while maintaining train operations with speed restrictions and off-peak work windows. For geotechnical engineers, the case illustrates long-term deformation management in soft ground MRT tunnels and the need for ongoing convergence monitoring and remedial design decades after construction.

    Technical Brief

    • Strengthening focuses on a localised section between Promenade and Nicoll Highway Circle Line stations.
    • Works are confined to two parallel bored tunnels, not affecting adjacent structures or lines.
    • LTA reports no structural cracks or water ingress in the affected tunnel lining to date.
    • Instrumentation has shown gradual vertical distortion over time, prompting pre-emptive intervention before serviceability is compromised.
    • Strengthening and ground treatment are scheduled mainly during engineering hours to avoid full line closures.
    • Train operations continue under speed restrictions through the zone, reducing dynamic loading on the lining.
    • Safety assurance includes continuous structural health monitoring and periodic engineering inspections during and after remedial works.
    • Case reinforces the need for long-term deformation surveillance in soft-ground metro tunnels beyond initial design life.

    Our Take

    Among the 221 Infrastructure stories in our coverage, Singapore’s Land Transport Authority features relatively rarely, so remedial works on the Circle Line tunnels will be closely watched as a reference case for managing ground deformation in dense urban rail networks.

    Classifying this as a ‘Failure’ incident in our database signals that other operators may face tighter internal standards for monitoring and intervention on existing tunnels, especially where older linings interface with ongoing deep excavation or redevelopment.

    For Singapore, where much of the metro runs in soft ground and reclaimed land, strengthening existing assets like the Circle Line tunnels is likely to influence design conservatism and ground investigation requirements on future underground projects rather than just being treated as a one-off fix.

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    Prepared by collating external sources, AI-assisted tools, and Geomechanics.io’s proprietary mining database, then reviewed for technical accuracy & edited by our geotechnical team.

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