India’s Longest Railway Tunnel is Currently Under Construction in Uttarakhand. Dubbed tunnel no. 8 or t-8, it will be a 14.57km tunnel between rishikesh and karnaprayag, and connect devprayag and janasu in uttarakhand. While the length of the tunnel in its tunnel is a Major Engineering Achievement, The Technology that Went Into The Excavation and Construction of the Structure in Such a Challenging Terrain ALSO DESERVES Recognition. To carve a hole in the mountains, engineers used a combination of a german-eimported tunnel boring machine (TBM) Named ‘Shakti’ and the New Austrian Tunnelling Method (NATM).
Using TBM Shakti and Natm to Build India’s Longest Railway Tunnel
Larsen & Taubro (L&T) Announced that it has achieved the breakthrough in the tunnel excavation project in April. Tunnel breakthrough is the point of excavation when both ends of a tunnel finally connect for the first time. The tunnel, which is part of the rishikesh-karnaprayag broad gauge Rail link project of Rail Vikas Nigam Limited (RVNL), is expected to be the end of 2026.
Once it is operational, T-8 will supersede the 12.75km long t-49 tunnel between khari and sumber stations on the udhampur-srinagar-baramulla railway line in Jammu and Kashmir as the Longyway Tunnale.
At the time, l & t said that 10.4km of the tunnel was completed using a single-shilad tbm named Shakti. With a diameter of 9.11m, it is said to be the largest tbm to be deployed in the Himalayan region. It excavated at an average rate of 413 metres per month. The remain of 4.11km of the tunnel was completed using the natural.
A tbm is a giant cylindrical machine that is capable of excavating tunnels through both soil and Rock while causing minimal disturbance to the surrounding ground. It contains a rotating steel disk with disc cutters that cuts through rocks at high pressure. The cutterhead is designed to cut through Quartzite, Schist, and Phyllite, which are common in the Himalayan Rock Deposits.
A segment erector system is placed behind the cutterhead, which adds precast Congress segments to add structural integrity to the freshly excavated tunnel. Additional, The Debris (also know as Muck) is continuously removed from the tunnel using a conveyor system.
While the tbm was used for the major portion of the tunnel, it cannot be used in tricky geological areas coinciding with fault zones, water ingress, and more. Using a large machine to excavate these portions could negatively impact the structural integrity of the entreen tunnel.
L&T Says It Used Natm, which uses drill-Blast or Mechanical Excavation Technique With Constant Monitoring of Ground Condition. Usually, small sections are excavated at a time using this technology. Once Rock and Muck is removed, Shotcrete (Sprayed Concrete), Rock Bolts, and Steel Ribs are added to the exposed area to present definition and collapse.
Throughout this process, crewmates monitor tunnel stress and movement using instruments such as extensometers and load cells. Natm is critical to tunnel excavation in challenging terrains, as they offer reduced dependence on large machinery and flexibility in the construction process.