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The use of BIM for Earthworks 3 rd November 2016 Andy Wilkins Andy Wilkins Associate Director With Thanks to Keynetix

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The use of BIM for

Earthworks

3rd November 2016

Andy Wilkins

Andy Wilkins

Associate Director

With Thanks to Keynetix

Outline of Presentation

3rd November 2016

Andy Wilkins

• Why do we need Geotechnical Data in BIM?

• How do we collect / manage Geotechnical Data ?

• How can we present / use this Data?

• Practical Examples

Why do we need Geotechnical Data in BIM?

A typical BIM Model?

3rd November 2016

Andy Wilkins

Image from National BIM report 2012

Why do we need Geotechnical Data in BIM?

Structural / Geotechnical Interaction

3rd November 2016

Andy Wilkins

Image copyright enzdata

Why do we need Geotechnical Data in BIM?

3rd November 2016

Andy Wilkins

• Geotechnical engineers need to

know where the building columns are

being planned/re-planned

• Structural/Civil engineers need to

know where we have known ground

conditions

• BIM is about using data – not just putting it in a model

• The more data we have, earlier, the better we can plan

and develop the project

How do we collect/manage Geotechnical

Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

Many tools for this, at ByrneLooby:

• Data Management Tool – HoleBase SI

• Data Interpretation Tool – HoleBase SI Extension for

Excel

• Data Visualisation Tool – HoleBase SI Extension for

AutoCAD Civil 3D

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

Presenting Borehole Data:

In Civil 3D Extension :

• Fast and Intuitive Interface

• Data dynamically linked to HoleBase SI Database

• 2D and 3D Boreholes instantly drawn without any

AutoCAD commands

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

How can we present / use this Data?

3rd November 2016

Andy Wilkins

Practical Example of the use of Geo-BIM

3rd November 2016

Andy Wilkins

Practical Example of the use of Geo-BIM

3rd November 2016

Andy Wilkins

Practical Example of the use of Geo-BIM

3rd November 2016

Andy Wilkins

Practical Example of the use of Geo-BIM

3rd November 2016

Andy Wilkins

Practical Example of the use of Geo-BIM

3rd November 2016

Andy Wilkins

BLP

Start End EW Reference

Excavation

(excl TopSoil)

(includes Soft

Exc).

Fill (includes

topsoil strip &

soft Areas)

Glacial Tills GTGMacamore

ClaysRock

Dig &

Replace

Volumes

General Fill

Class 1/2GTG

Class

2A/2BRock

3420 4400 980 Cut Type 4 381,759 0 32,722 0 0 14,413 0 60,770 0 0 273,853

4400 4560 160 Cut Type 3 19,190 0 4,551 0 0 391 0 6,826 0 0 7,422

4560 4940 380 Cut Type 4 31,038 0 6,167 0 0 781 0 9,250 0 0 14,840CU

T 1

9

Corrected Overall VolumesChainage

Cut/Fill/ At GradeLength (m)

Cutting Material Re-use Assessment & Overall Fill Volumes

Suitable Material by Material TypeUnsuitable Material by Material Type

BLP

Start End EW Reference

Excavation

(excl TopSoil)

(includes Soft

Exc).

Fill (includes

topsoil strip &

soft Areas)

3420 4400 980 Cut Type 4 381,759 0 18,832 1,903 47,136 60,770 273,853

4400 4560 160 Cut Type 3 19,190 0 2,014 669 4,942 6,826 7,422

4560 4940 380 Cut Type 4 31,038 0 4,317 701 6,948 9,250 14,840

Cutting Material Re-use Assessment & Overall Fill Volumes

CU

T 1

9

Corrected Overall VolumesChainage

Cut/Fill/ At GradeLength (m)Total Fill (incl D

& R)

Total Excavated

Rock (for

processing)

Total U1

(Inc. Emb

D&R) from

Mainline

Earthwork

Cuts

Total

Acceptable

Gen. Fill

(Class 1/2)

Total Topsoil

Volume

Stripped

Total

Capping

Reqd

BLP

Start End EW Reference

Excavation

(excl

TopSoil)

(includes

Soft Exc).

Fill

(includes

topsoil

strip & soft

Areas)

4,920,192 3,875,335 418,808 252,177 1,609,738 1,666,225 1,676,527 3,839,022

Chainage

Length

(m)

Cut/Fill/

At Grade

Fill > 3m

OR Soft

Ground

Area

Corrected Overall

Volumes

Total

Acceptable

Gen. Fill

(Class 1/2)

Total Excavated

Rock (for

processing)

Total Fill (incl D

& R)

Total

Topsoil

Volume

Stripped

Total

Capping

Reqd

Total U1

(Inc. Emb

D&R)

from

Mainline

Earthwork

Cuts

Overall - Totals

Summary

3rd November 2016

Andy Wilkins

• Geotechnical Data central to BIM

• AGS Data specification and requirement central to this

process

• Geotechnical BIM Tools (such as HoleBase SI) allow:

• Efficient Storage and Management of Data

• Dynamically linked visualisation of that Data in standard format

which can be utilised by all with BIM environment