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Water

Tunnel water ingress controlLeaks and inflow stopped in tunnels, shafts and underground structures.Crack and joint injectionLeaking cracks and joints sealed, and structural cracks bonded, in concrete and masonry.Waterproofing and polyurea liningsPU membranes and polyurea linings for decks, tanks, tunnels and water structures.

Tunnels

Pre- and post-excavation groutingWater cut off and weak ground consolidated ahead of the face; voids closed behind it.Cavity and void fillingVoids above tunnel crowns, behind linings and under slabs filled without loading the support.Tunnel rehabilitationOld and operating tunnels: seepage stopped, ground consolidated and lining repaired, under traffic.

Ground

Track and slab re-levellingSettled ballastless track and slabs lifted back to level by PU injection, on live lines.Permeation and chemical groutingWeak, loose or wet ground strengthened and sealed by resins and gels that fill it without moving it.TAM groutingStaged grouting through sleeve pipes for shafts, foundations and deep excavations.Curtain and consolidation groutingSeepage cut-offs and foundation consolidation for dams, barrages, shafts and structures.Ground investigation and monitoringERT, GPR and MASW surveys, boreholes, lab tests and instruments, before and after treatment.

Rock, slopes and mines

Rock bolting and self-drilling anchorsRock bolts, self-drilling and prestressed anchors for tunnels, portals, slopes and caverns.Slope stabilisationSoil nails, anchors, mesh, drainage and rockfall barriers for slopes above roads, railways and towns.Mine shaft and strata treatmentWater sealed in shafts and declines; weak roof and face strata consolidated with resins and bolts.
All services →Grouts and resins we make →

Railways

RailwaysSettled track, transition zones and wet tunnels on running lines.

Tunnels and metro

Tunnels and metroWater, cavities and weak ground in tunnels, shafts and metro works.

Hydropower and dams

Hydropower and damsSeepage, foundations, tunnels and slopes on hydro projects.

Mining

MiningWater in shafts and declines, and weak strata at faces and in roadways.

Water, ports and highways

Water, ports and highwaysWater tunnels and shafts, micro tunnels, pipelines, manholes and highway slopes.

Heritage and buildings

Heritage and buildingsSettlement, cracks and leaks in heritage structures and buildings in use.
All industries →Projects →

Services

Tunnel water ingress controlPre- and post-excavation groutingCavity and void fillingTunnel rehabilitationTrack and slab re-levellingPermeation and chemical groutingTAM groutingCurtain and consolidation groutingRock bolting and self-drilling anchorsSlope stabilisationCrack and joint injectionWaterproofing and polyurea liningsMine shaft and strata treatmentGround investigation and monitoring

Industries

RailwaysTunnels and metroHydropower and damsMiningWater, ports and highwaysHeritage and buildings

Sales

+91 99100 18144WhatsApp +91 99100 18144connect@geoconstech.com

Tunnels

Tunnel rehabilitation

Old tunnels leak through their arches, lose the mortar in their joints and loosen the rock behind the lining. We stop the water, consolidate the ground and repair the lining from inside, while trains or traffic keep moving.

When to call us

The signs

  • Seepage through masonry or concrete arches, worst in the monsoon.
  • Rust on rails and fittings, and ice in winter, from water inside the tunnel.
  • Hollow or loose lining, open joints and voids behind the lining.
  • Speed restrictions imposed because of the tunnel’s condition.
Rehabilitating an old masonry railway tunnel under trafficCross section of a brick-lined tunnel. Water seeps through the arch on the left. On the right, holes drilled from inside the tunnel carry two-component PU through the lining into the jointed rock, with self-drilling rock bolts and optical targets on the lining. Trains keep running under the overhead line. 25 kV1234567
  1. Note 1: Water seeping through the masonry arch, worst in the monsoon.
  2. Note 2: Brick-lined arch, more than a century old.
  3. Note 3: Holes drilled from inside the tunnel, through the lining and into the rock behind it.
  4. Note 4: Two-component PU injected and driven radially into the jointed rock.
  5. Note 5: Self-drilling anchor rock bolts tie the treated zone together.
  6. Note 6: Optical targets on the lining show any movement and set how much grouting pressure is safe.
  7. Note 7: Trains keep running. The work fits between them, under the live overhead line.
Geo Constech
Tunnel rehabilitation · Cross section
Schematic · Not to scale

How we do it

Method, step by step

  1. Survey

    Leaks, lining condition and the ground behind it surveyed; access windows agreed with the operator.

  2. Plan around traffic

    Tasks sized to the gaps between trains or the blocks available, with the overhead line kept in mind.

  3. Monitor the lining

    Optical targets or other instruments on the lining set the pressure that is safe to inject at.

  4. Inject

    Holes through the lining into the rock; two-component PU driven radially into the jointed rock behind it.

  5. Tie in

    Self-drilling anchor rock bolts where the treated zone needs reinforcing.

  6. Close out

    Leaks re-surveyed, drainage restored and records handed over.

Questions

What clients ask

Can you work in a tunnel without closing it?

Yes, if the operator can give gaps between trains or night blocks. In the Parsik tunnel, on a busy main line, the work was done around live traffic, under the overhead line and without a ventilation duct.

Will injecting behind an old masonry lining damage it?

Not if the pressure is controlled. We monitor the lining while injecting and set the pressure from what the monitoring shows.

Seeing this on your site?

Send us what you see, where, and the access or traffic window. An engineer reviews it and replies with the next step.

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