Post-tensioned Slab

Newport, NSW

Civil, Structural & Hydraulics Engineering Newport, NSW We have been engaged to provide Civil, Structural & Hydraulics  Engineering Services for this class 2 residential development at Newport, NSW.  Our engagement was but not limited to: Structural design of reinforced concrete structure Civil design of retaining walls, vehicular crossing details & driveway longitudinal sections For more […]

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Newport, NSW

Civil, Structural & Hydraulics Engineering Newport, NSW We have been engaged to provide Civil, Structural & Hydraulics  Engineering Services for this class 2 residential development at Newport, NSW.  Our engagement was but not limited to: Structural design of reinforced concrete structure Civil design of retaining walls, vehicular crossing details & driveway longitudinal sections Hydraulics design

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Stockland Ingleburn Logistics Park

Stockland Ingleburn Logistics Park

Commercial Development Stockland Ingleburn Logistics Park, NSW PCE provided structural design for construction of new office buildings at Stockland Ingleburn Logistics Park. Our engagement was to provide structural design for foundations, slabs on ground, first floor Post-tensioned slab (PT slab) and steel portal frame structures. For more projects, visit our Projects page. PREVIOUS PROJECT NEXT

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Wheeler Heights, NSW

Civil, Structural & Hydraulics Engineering Wheeler Heights, NSW We have been engaged to provide Civil, Structural & Hydraulics  Engineering Services for this class 2 residential development at Wheeler Heights, NSW.  Our engagement was but not limited to: Structural design of reinforced concrete structure Civil design of retaining walls, vehicular crossing details & driveway longitudinal sections

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Parramatta, NSW

Micropile & Ground Anchor Design Parramatta, NSW Due to proximity of this iconic building to parramatta river and the depth of excavation being 10 levels below the ground floor, the lowest basement slab is subjected to extreme hydrostatic pressure. PCE designed Micropile anchorage system to withstand such hydrostatic pressure. Additionally, PCE successfully designed active ground

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