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A combination of techniques to investigate and assess theground properties (chemical, mechanical...) prior to starting
construction works.VSL offers:
investigation plan, straight and directional coring and sample collection, sample analysis and testing
interpretation
Ground anchors
VSoL wallsGround anchors are used to mobilise dead loads deep
in the ground to stabilise structures against forcesinduced by wind or suspension cables, as for
maintaining excavations against ground instability.VSL offers the supply and installation of:
Bolts Strand and bar anchors, stressed or unstressed
Bars for micropilesProjects include:
Sunshine Motorway Duplication, Australia, 2008Almudena Church, Spain, 2008
Bank of China, Hong Kong, 1987
GROUND ENGINEERING
The combination of backfill, soil reinforcement (steel orpolymeric) and facing panels to build cost effective and
aesthetic retaining walls.VSL offers :
Design Supply
Installation of the entire structureProjects include:
Muscat Expressway, Oman, 2010Ipswich Logan Motorway, Australia, 2008
A7 Highway Guimaraes, Portugal, 2005Castle Peak Road, Hong Kong, 2005
D-walls & Piles
Underground walls and deep foundations up to 120m indepth for civil engineering and building projects including
metro stations, tunnels, bridges and buildings.VSL offers:
The full range of services from design consulting toexecution of the works using VSLs own equipment pool
Projects include:CR3, Hong Kong, 2011
Gautrain, South Africa, 2008Metro Cairo, Egypt, 2008
ICC Tower, Hong Kong, 2005
Ground improvementA combination of techniques to improve ground properties
for both temporary and permanent works to enableconstruction of underground or elevated structures.
VSL offers dynamic compaction, vibro-flotation, grouting, jet-grouting, soil freezing...
Projects include:Stone columns for sports facility, Doha, 2011
Marine stone columns, Doha, 2011Vibro-compaction Pennys Bay Reclamation, Disneyland, Hong Kong, 2004
Ground freezing, KCRC East Rail Extension, Hong Kong, 2004
Ground investigation
Y O U R P A R T N E R
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