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  5. LiDAR Scan for Blasting Impact Evaluation on a Culvert Structure

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Article
English
2011

LiDAR Scan for Blasting Impact Evaluation on a Culvert Structure

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English
2011
Journal of Performance of Constructed Facilities
Vol 27 (4)
DOI: 10.1061/(asce)cf.1943-5509.0000318

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Shenen Chen
Shenen Chen

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Christopher Watson
Shenen Chen
Haitao Bian
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Abstract

This paper summarizes a case study of using three-dimensional (3D) light detection and ranging (LiDAR) scanner technology in bridge postblast geometric assessments. Terrestrial 3D LiDAR scanners can generate dense point clouds of position information that can be used to establish baseline geometric information for structures and to establish critical dimensional footprints for before and after event comparisons. For close range blast effects, the preblast and postblast scans of a bridge are proposed to establish blasting induced effects and damage information. The Colony Road culvert bridge was monitored for a nearby construction blasting, where full-scale 3D scans of the bridge have been conducted before and after blasting. The critical sections and geometries are then compared to ensure the safety of the bridge.

How to cite this publication

Christopher Watson, Shenen Chen, Haitao Bian, Edd Hauser (2011). LiDAR Scan for Blasting Impact Evaluation on a Culvert Structure. Journal of Performance of Constructed Facilities, 27(4), pp. 460-467, DOI: 10.1061/(asce)cf.1943-5509.0000318.

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Publication Details

Type

Article

Year

2011

Authors

4

Datasets

0

Total Files

0

Language

English

Journal

Journal of Performance of Constructed Facilities

DOI

10.1061/(asce)cf.1943-5509.0000318

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