Single Pile Analysis - Oasys · ULS 1 ULS 2 SLS 1 SLS 2 EI Case study from Mark Skinner, Arup...
Transcript of Single Pile Analysis - Oasys · ULS 1 ULS 2 SLS 1 SLS 2 EI Case study from Mark Skinner, Arup...
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The webinar has started
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Who is Oasys?
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Oasys Customers
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Webinar Objectives
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The design of a single pile - Definition
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The design of a single pile - Analysis
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Pile
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Pile – CapacityWhat does it do?
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Pile - Capacity
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Pile – CapacityWhy use it?
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Pile – SettlementTheory•
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Pile - Settlement
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Advanced features
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Pile Set-up
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Alp
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Alp
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AlpTheory - Representation
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AlpTheory – Elastic-Plastic
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AlpTheory – P-Y Soil Model
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P-Y Curve:
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Alp Set-up
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AdSec
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AdSec
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AdSecTheory
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AdSec
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AdSec – Section capacities – N/M
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AdSec – Section capacities – M/M
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AdSec – Section capacities – Stiffness
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AdSec
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AdSec Set-up
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Case Studies
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Designing Piles for Transverse LoadsMcCarthy’s level crossing near Kilmallock
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Project Brief
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830kN maximum uniaxial
compressive loads
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loads were to be
transferred to the piles
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to 175kN horizontal load
per pile from the
superstructure
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Proposed Solution
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Analysis – Transverse Load•
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6.5m below pile cut off level, as per the ALP output.
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Analysis – Structural Capacity of Pile
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COM InterfaceIterative Pile Design for a Large Site
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ULS
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SLS
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EI
Case study from Mark Skinner, Arup
Automated Design
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Where do I go for help?
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Webinar Objectives
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