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 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
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
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