3d laser scanning for masonry arch bridges

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FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 1116 April 2010 The benchmark for survey and spatial solutions 1 The benchmark for survey and spatial solutions 3D Laser Scanning for Masonry Arch Bridges Thomas Werner David Morris The benchmark for survey and spatial solutions The benchmark for survey and spatial solutions

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Page 1: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

1

The benchmark for survey and spatial solutions

3D Laser Scanning for Masonry Arch Bridges Thomas Werner

David Morris

The benchmark for survey and spatial solutions The benchmark for survey and spatial solutions

Page 2: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

2

The benchmark for survey and spatial solutions

Introduction Clientele Team Support Discussion

Overview 3

INTRODUCTION

“Technological Push” versus “Applications Pull”

4

The benchmark for survey and spatial solutions

Page 3: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

3

The benchmark for survey and spatial solutions

Technological Push - TLS

•Developed for Petroleum and Mining Industries

• Volume

• Pipe Run

• Rapid Acquisition

Introduction 5

The benchmark for survey and spatial solutions

Applications Pull

•Several Applications – purely as a result of initiative

• Civil

• Structural

• Architectural

• Defense

• Bridges

Introduction 6

Page 4: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

4

CLIENTELE

“Progressive clients are paramount for successful projects”

7

The benchmark for survey and spatial solutions

The benchmark for survey and spatial solutions

Architects, Engineers and Government

•General Knowledge of Surveying

•Limited Exposure to Laser Scanning

• Outputs and usability

• Acquisition Benefits

• Transition from 2D and Plan Deliverables to 3D

• Emerging Technology

• Cost vs. Initial Benefit

The Client is taking a Risk each time this new survey “application” is applied

Clientele 8

Page 5: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

5

TEAM

“Effective team management promotes project stability, structure and performance”

10

The benchmark for survey and spatial solutions

Page 6: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

6

The benchmark for survey and spatial solutions

11

Collaboration between GHD Bridges (Vic) and Vekta

Works completed for Department of Transport

Overseen by Heritage Victoria

Team

>Pre-Loaded and Post Loaded The benchmark for survey and spatial solutions

12

Acquisition

Page 7: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

7

>Deviation measurement of the two surfaces – Contour Iso-pach plans The benchmark for survey and spatial solutions

13

Providing Results

The benchmark for survey and spatial solutions

14

>Thrust Line for this bridge – Elliptical (weak) system

Engineering Analysis

Page 8: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

8

>False-Work and Grout Bags – to meet zero-impact requirements The benchmark for survey and spatial solutions

15

Propping the Bridge for Safe (Temporary) Use

The benchmark for survey and spatial solutions

As close to the existing surface as possible

Provided location of Surface at chainages

Point Cloud Sub-Sets

Cost Effective Solution

Permanent Reinforcement 16

Page 9: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

9

The benchmark for survey and spatial solutions

17

Data Conversion and Analysis

The benchmark for survey and spatial solutions

18

>Section slice in AutoCAD – for use by Engineering CAD Operators

Data Conversion and Analysis

Page 10: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

10

Page 11: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

11

SUPPORT

“Service Providers aim to keep us at the leading edge of the market”

The benchmark for survey and spatial solutions

21

Developers and Designers/ Equipment Sales and Service – Tier 1 Service Provider – Tier 2 Client and Consultants – Tier 3

Support

Page 12: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

12

CLIENTS & CONSULTANTS

Tier 3

The benchmark for survey and spatial solutions

23

>Temporal Modelling and Analysis

Detailed Analysis

Page 13: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

13

The benchmark for survey and spatial solutions

25

>Statistical Analysis of position over time

Page 14: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

14

The benchmark for survey and spatial solutions

150%-500% Conventional Surveying Cost

Benefits

Timeframe

Usable Data

CAD Plans

Capabilities and Support 27

SERVICE PROVIDERS

Tier 2

The benchmark for survey and spatial solutions

28

Page 15: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

15

The benchmark for survey and spatial solutions

Competent

Knowledgeable

Modelling Toolbox

Efficient and cost-sensitive

Support Client and Consultants

Service Providers 29

DEVELOPERS AND DESIGNERS/ EQUIPMENT SALES AND SERVICE

Tier 1

The benchmark for survey and spatial solutions

30

Page 16: 3D Laser Scanning for Masonry Arch Bridges

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010 

The benchmark for survey and spatial solutions

16

The benchmark for survey and spatial solutions

Client Delivery 31

•Cyclone •AutoCAD •MicroStation •Revit •NavisWorks •PDMS •12D •Rhinoceros •Sofistik •CivilCAD

Relational Object-Based (Cyclone/Rhinoceros)

Non-Relational Object-Based (AutoCAD)

Relational Object-Based (Revit, PDMS, NavisWorks, Sofistik)

The benchmark for survey and spatial solutions

Thank You