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Geotechnical Characterisation for FEA

Geotechnical Characterisation for FEA - Empire engineering · Geotechnical Characterisation for FEA. Go to insert header and footer under 2 Benefits of FEA-based design for wind turbine

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Page 1: Geotechnical Characterisation for FEA - Empire engineering · Geotechnical Characterisation for FEA. Go to insert header and footer under 2 Benefits of FEA-based design for wind turbine

Geotechnical Characterisation for FEA

Page 2: Geotechnical Characterisation for FEA - Empire engineering · Geotechnical Characterisation for FEA. Go to insert header and footer under 2 Benefits of FEA-based design for wind turbine

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2

Benefits of FEA-based design for wind turbine foundations are well understood

FEA-Based Design

Foundations Ex 2019

Monopile Suction Bucket Jacket Mono Bucket Monopile

Is our approach to geotechnical characterisation effectively addressing FEA requirements?

Page 3: Geotechnical Characterisation for FEA - Empire engineering · Geotechnical Characterisation for FEA. Go to insert header and footer under 2 Benefits of FEA-based design for wind turbine

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Characterisation Approach, Code-Based

Foundations Ex 2019

Generate empirical curves

Plot su vs. depth

Infer a design profile

Question representation?

?

Monotonic

Cyclic

1D model

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Characterisation Approach, FEA-Based

Foundations Ex 2019

Every single element in the FEA model needs a

response model

The constitutive model controls the response of the FEA

prediction

Lab data

Model prediction

PISA reaction curves

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Characterisation Requirements

Foundations Ex 2019

IN SITU LABORATORY MODELS (No. PARAMS)

CPT Classification

HV-MCC (15)

SANICLAY-B (11)

NGI-ADP (11)

B-SCLAY1S (11)

FUGRO-PIMS (6)

Seismic CPT Triaxial undrained compression

Pressuremeter Triaxial undrained extension

Triaxial drained compression

Triaxial drained extension

Local strain + bender elements

Oedometer

Direct simple shear

Resonant column

IN SITU LABORATORY PARAMETERS (3)

Cone Penetration Test Density Determination Unit Weight

Triaxial Test (UU) Undrained Shear Strength

Strain Parameter e50

FEA-Based (Clay)

Code-Based (Clay)

Page 6: Geotechnical Characterisation for FEA - Empire engineering · Geotechnical Characterisation for FEA. Go to insert header and footer under 2 Benefits of FEA-based design for wind turbine

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Laboratory testing provides

the best dataset for

constitutive model

calibration, but

Laboratory testing must be

scheduled with model(s) in

mind

Laboratory Testing

Foundations Ex 2019

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The Ground Model Approach

Foundations Ex 2019

We’re good at doing this:

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The FEA-Ground Model Approach

Foundations Ex 2019

We need to start doing this:

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Soil State

• In situ

• Induced

Drainage Condition

• Drained

• Undrained

Anisotropy

• Induced

• Inherent

Disturbance

• Sampling

• Reconstitution

The Complexities of Soil Response

Foundations Ex 2019

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Planning for FEA-Based Design

Foundations Ex 2019

So, before investigating the soil units we need to consider how best to model them

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Conclusions

Foundations Ex 2019

FEA-based design can reduce empiricism in design

? !

But without the right data

The empiricism starts creeping back in…

Page 12: Geotechnical Characterisation for FEA - Empire engineering · Geotechnical Characterisation for FEA. Go to insert header and footer under 2 Benefits of FEA-based design for wind turbine

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