Recently Completed Projects:
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No. Piles: 542
Pile diameters: 170 OD
Total Length: 5000m
Structure: Foundations for Bebo Arch Support
Pile Type: Axially loaded End Bearing.
Geotechnical Conditions: Weathered Silty Sand to Low to Medium Strength Sandstone
Designer:
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No. Piles: 34
Pile diameters: 170 OD
Total Length: 750m
Structure: Pedestrian bridge piles
Pile Type: Axially loaded End Bearing
Geotechnical Conditions:
Designer:
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No. Piles: 110 No
Pile diameters: 170 OD
Total Length: 2400m
Structure: 5 level residential unit development. Limited headroom Piles installed below and existing Bridge structure with 5 – 7m clearance
Pile Type: Axially loaded End Bearing.
Geotechnical Conditions: Firm to Stiff clay overlying MS
Sandstone at 18-20m depth
Designer: VibroPile Aust Pty Ltd
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No. Piles: 260no
Pile diameters: 170 OD
Total length: 4700m
Structure: Foundation piles for elements of the new
Convention and Exhibition buildings of the DHL Darling
Harbour Project, Sydney.
Pile type: Axially loaded piles
Geotechnical conditions: Fill and soft alluviums overlying Sydney sandstone.
Designer: Pile Design Solutions Pty Ltd
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No Piles 6 No
Pile diameters: 170 OD
Total Length: 60m
Structure: Electrical installation
Pile Type: Axially loaded End Bearing.
Geotechnical Conditions: uncontrolled Fill to Firm to Stiff clay overlying MS sandstone at variable depth
Designer: Pile Design Solutions Pty Ltd
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No Piles 57 No
Pile diameters: 170 OD
Total Length: 320m
Structure: 6 storey Commercial and Residential development.
Pile type: End bearing piles.
Geotechnical conditions: Clayey sand over weathered igneous rock
Designer: ADG Engineering Pty Ltd
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No. Piles: 68
Pile diameters: 170mm
Total length: 1245m
Structure: Multi level Unit development
Pile type: Enlarged base (friction).
Geotechnical conditions: stiff clay grading to V.Stiff/Hard at 5-10m
Designer: ADG Engineering Pty Ltd
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No. Piles: 62
Pile diameters: 118mm / 170mm
Total length: 612m
Structure: Extension to existing shopping centre and car park.
Pile type: Enlarged base (friction) and End bearing.
Geotechnical conditions: Clayey sand over Cemented Alluvium.
Designer: Bornhorst & Ward
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No. Piles: 108
Pile diameters: 118mm /170mm
Total length: 1620m
Structure: 12 storey Commercial and Residential development.
Pile type: End bearing piles.
Geotechnical conditions: Clayey sand over sedimentary rock.
Designer: STP Consultants
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No. Piles: 276
Pile diameters:
118mm / 170mm
Total length: 3036m
Structure: 15 storey Commercial and Residential development.
Pile type: End bearing piles.
Geotechnical conditions: Clayey sand over weathered igneous rock.
Designer: ADG Engineering Pty Ltd
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No. Piles: 44
Pile diameter: 170mm
Total length: 310m
Structure: 4 No bridge abutments with significant lateral flood
loadings.
Pile type: End bearing and Friction piles.
Geotechnical conditions: Sandy Clay over sedimentary rock.
Designer: ADG Engineering Pty Ltd
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No. Piles: 620
Pile diameters: 118mm / 170mm
Total length: 7072m
Structure: Townhouse development on steep Basalt scree
slope.
Pile type: Friction/End bearing piles with predrill through Basalt
scree.
Geotechnical conditions: Basalt Scree over weathered Sandstone.
Designer: Cozens, Regan, Williams, Prove Consulting Engineers
Pty Ltd
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No. Piles: 103
Pile diameter: 118mm
Total length: 515m
Structure: Temporary retaining wall for Residential
development.
Pile type: Retaining wall piles (with shotcrete and temp
anchors).
Geotechnical conditions: Clayey sand and Sands.
Designer: ADG Engineering Pty Ltd
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No. Piles: 31
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Total Length: 1085m
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