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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

Ground

Track and slab re-levelling

When the ground under slab track softens, the track settles and the speed restrictions follow. We lift the slabs back to level with polyurethane injected beneath them, in small steps inside the traffic block, and treat the formation so the next monsoon does not undo the work.

When to call us

The signs

  • Ballastless track that has settled, with twist, cant or profile out of tolerance.
  • Settlement at transition zones: tunnel to embankment, embankment to bridge.
  • Floor slabs, yards and pavements that have settled or rock under load.
  • Repeated corrections that last only until the next monsoon.
Re-levelling settled slab trackLong section of three track slabs. The right slab has settled below the design level, the middle slab is being lifted with PU injected through holes in steps, and the left slab is back on level with the gap below filled with grout and the weak formation treated. SETTLED1234567
  1. Note 1: Design level of the track (green dashes).
  2. Note 2: Slab settled below level, with the formation under it softened by water.
  3. Note 3: PU injected through holes in the slab, lifting it in small, controlled steps.
  4. Note 4: Levels read on each rail after every cycle, so cant and alignment are held.
  5. Note 5: The gap under the lifted slab filled with non-shrink cementitious grout.
  6. Note 6: Weak formation grouted, so the slab does not settle again.
  7. Note 7: Slab back on the design level.
Geo Constech
Slab re-levelling · Long section
Schematic · Not to scale

How we do it

Method, step by step

  1. Survey

    A level survey of each rail and an MASW, ERT or GPR survey of the ground beneath.

  2. Design

    Lift per point, injection points, quantities and sequence, in a method statement for the owner’s approval.

  3. Lift

    PU injected through holes in the slab in small, controlled steps, with levels read on each rail after every cycle.

  4. Fill the gap

    The space under the lifted slab filled with non-shrink cementitious grout.

  5. Treat the cause

    Formation permeation grouting and, where water is the cause, a cut-off on the side it comes from.

  6. Prove

    Levels measured under traffic, and the ground surveyed again after treatment.

What we use

Made at our plant in Alwar

Quality

Checks and proof

  • Levels on each rail after every lift cycle; cant held by lifting each rail separately.
  • Slabs watched for cracking at the joints while lifting.
  • MASW or other survey before and after, and levels under traffic after the work.

Questions

What clients ask

Does the line have to close?

No. On T-46 P2 at Sangaldan the work was done in night blocks with about five to six effective hours, and the track was cleared before the first train. No traffic block was needed beyond the planned night blocks.

How much can a slab be lifted?

On T-46 P2 the largest lift was 136 mm, in steps of 15 to 20 mm per cycle so the concrete could reseat without cracking. Each job is designed on its own survey.

Will the track settle again?

Only if the cause is left in the ground. That is why we survey the ground first and treat the formation and the water, not just the slab. On T-46 P2 the residual settlement measured after traffic resumed was 0 mm.

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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