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

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


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