Micropile Design

Tower Crane Foundation Design

/ BBR, Certification, Civil Engineering, Deep Excavation, Deep Foundation, DYWIDAG, Finite Element Analysis, Ground Anchor Design, Inspection Report, Micro Pile Design, Micropile Design, Non-linear Analysis, Residential Development, Shoring Design, Slope Stability Analysis, Structural Analysis, Structural Design, Structural Engineering, Temporary Structures, Temporary Works, Wind Analysis

Tower Crane Foundation Design Parramatta, NSW PCE prepared structural analysis and design of Heavy Duty Tower Crane foundation, supported on Micropile system, for construction of the Iconic High Rise Residential Building in the heart of Parramatta. Because of the proximity to the deep excavation (less than 1.5m to shoring wall) and other site constraints, conventional […]

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Traffic Lights

/ Certification, Civil Engineering, Civil Works, Deep Foundation, Finite Element Analysis, Formwork Design, Inspection Report, Micro Pile Design, Micropile Design, Non-linear Analysis, Road Design, SEA, Slope Stability Analysis, Special Engineering Assessment, Structural Analysis, Structural Design, Structural Engineering, Wind Analysis

Structural Engineering Traffic Lights Foundation Design, NSW Wide We have been engaged in the design of numerous traffic light foundations throughout NSW. The image below shows the installation of one of these traffic lights for Newly built Bunnings at Victoria Road – Frank Street intersection, Gladesville. For more projects, visit our Projects page. PREVIOUS PROJECT

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Parramatta, NSW

/ BBR, Certification, Class 2 Building, Deep Excavation, Deep Foundation, Design Practitioner, DYWIDAG, Finite Element Analysis, Ground Anchor Design, Inspection Report, Micro Pile Design, Micropile Design, Non-linear Analysis, Post-tensioned Slab, PT Slab, Residential Development, Shoring Design, Slope Stability Analysis, Structural Analysis, Structural Design, Structural Engineering

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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