Project Experience

Completed reinforced soil structures, reinforced slopes and ground stabilisation work by our engineering team.

RETAINING STRUCTURES

Reinforced soil mass behind a modular face, and reinforced fill placed against bridge structures.

  • Completed modular block retaining wall following a curve, with planting above the coping.

    MODULAR RETAINING WALL

    TYPE
    Precast modular facing · curved alignment
    MATERIAL
    HG-U
  • Modular block wall part-built, with the reinforced fill behind it placed to the height of the last course.

    MODULAR WALL · CONSTRUCTION

    TYPE
    Reinforced fill placed in lifts behind the facing
    MATERIAL
    HG-U
  • Geogrid rolled out across a prepared platform between viaduct piers before the next fill lift.

    REINFORCED FILL AT BRIDGE PIERS

    TYPE
    Geogrid placement under a viaduct
    MATERIAL
    HG-U

REINFORCED SLOPES

Steepened slopes built as one reinforced soil mass, with a vegetated or benched face.

  • Reinforced soil slope with a fully established vegetation cover over the whole face.

    VEGETATED REINFORCED SLOPE

    TYPE
    Steepened slope · established vegetation cover
    MATERIAL
    HG-U / HG-T
  • Benched reinforced soil slope with planted terraces and a concrete capping structure at the crest.

    TERRACED VEGETATED SLOPE

    TYPE
    Benched slope · concrete capping and drainage
    MATERIAL
    HG-U / HG-T
  • Reinforced soil slope under construction on steep terrain, carrying an approach embankment towards a bridge.

    REINFORCED SLOPE · BRIDGE APPROACH

    TYPE
    Steep terrain · reinforced approach embankment
    MATERIAL
    HG-U / HG-T

GROUND STABILISATION

Geogrid in the granular layer, stabilising large-area platforms and road formations.

  • Triaxial geogrid laid out across a large prepared formation before the granular layer goes on.

    LARGE-AREA PLATFORM

    TYPE
    Granular layer stabilisation over the full formation
    MATERIAL
    HG-T
  • Roller compacting the granular layer over placed triaxial geogrid on a working platform.

    PLATFORM COMPACTION

    TYPE
    Granular layer compacted over the reinforcement
    MATERIAL
    HG-T

Each structure is described by structure type and the geogrid used. Project names, dates, locations and client details are not published.

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