Singapore

Mass Rapid Transit (MRT) – Downtown Line

Orchard Gateway
May 18, 2021
King Abdullah Financial District
May 12, 2021

At a Glance

  • CountrySingapore
  • ClientLand Transport Authority Singapore
  • ServicesCivil & Structural, MEP
  • SectorsMetros & Rails

MOVING THE MASSES

Singapore’s Mass Rapid Transit (MRT) network is the backbone of our transport sector for the masses. Every day, more than 3 million people rely on the MRT for work and leisure. Meinhardt is proud to have engineered many MRT stations and tunnels along the Downtown Line, Circle Line and Thomson-East Coastline.

 

Over the last 45 years, Meinhardt is proud to have been involved in many major road, highway and MRT projects and we are glad to be part of Singapore’s evolving transport development.

Foo See Lim - Director, Meinhardt Infrastructure

 

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Meinhardt has provided various engineering services for multiple MRT projects across three major lines - Downtown, Circle, Thomson & Tuas West Extension. This includes Lead Consultancy, Qualified Person (QP), Accredited Checker, Earth Retaining or Stabilising Structures (ERSS) Design, Traffic Diversion services and etc.

THE BIGGEST CHALLENGE

our engineers faced was to build the the underground station below and in between existing piles of the viaducts supporting the train tracks. This required careful design of the retaining structures and lots of measuring and testing along the way to ensure the the integrity of the existing underground structures were not compromised.

MRT--title

THE BIGGEST CHALLENGE

our engineers faced was to build the the underground station below and in between existing piles of the viaducts supporting the train tracks. This required careful design of the retaining structures and lots of measuring and testing along the way to ensure the the integrity of the existing underground structures were not compromised.

challenges-mrt

FAST FACTS Downtown Line (EXPO Station)

Number of Connections 5 above ground 2 underground

Project reference A1967-19181-2009

3

Level - underground

176m

Maximum Length

25m

Maximum Depth

72m

Maximum Width

Analytical models were set up to analyse and predict structural settlement and forces induced under various stages of construction. Using 2-D Plaxis FEM analysis and 3-D StaadPro FEM analysis, we were able to accurately predict the amount of ground movement expected during the entire construction process and adjust accordingly for safe execution.

We used a real-time monitoring system that utilised an electro-level beam sensor to check any movement of the viaduct support structures in all directions. We also used settlement markers, tilt meters, rail gauges to monitor every single movement of the construction site and viaduct arising from excavation and construction works.