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Journal ArticleDOI

Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry

David White, +2 more
- 01 Sep 2003 - 
- Vol. 53, Iss: 7, pp 619-631
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TLDR
A deformation measurement system based on particle image velocimetry (PIV) and close-range photogrammetry has been developed for use in geotechnical testing as mentioned in this paper.
Abstract
A deformation measurement system based on particle image velocimetry (PIV) and close-range photogrammetry has been developed for use in geotechnical testing. In this paper, the theory underlying this system is described, and the performance is validated. Digital photography is used to capture images of planar soil deformation. Using PIV, the movement of a fine mesh of soil patches is measured to a high precision. Since PIV operates on the image texture, intrusive target markers need not be installed in the observed soil. The resulting displacement vectors are converted from image space to object space using a photogrammetric transformation. A series of validation experiments are reported. These demonstrate that the precision, accuracy and resolution of the system are an order of magnitude higher than previous image-based deformation methods, and are comparable to local instrumentation used in element testing. This performance is achieved concurrent with an order of magnitude increase in the number of meas...

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Citations
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Soil flow mechanisms of full-flow penetrometers in layered clays through particle image velocimetry analysis in centrifuge test

TL;DR: In this paper, the authors reported the soil flow mechanisms observed in centrifuge tests around full-flow (T-bar and ball) penetrometers in layered clays, which consisted of soft-stiff, stiff-so...
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Intergranular Clay Films Control Inelastic Deformation in the Groningen Gas Reservoir: Evidence From Split-Cylinder Deformation Tests

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Manufacture of Bonded Granular Soil Using X-Ray CT Scanning and 3D Printing

TL;DR: In this article, the use of X-ray tomography imaging of natural gravel specimens was used to create repeatable assemblages of bonded gravel-size resin specimens using a 3D printer.
Book ChapterDOI

Sensing solutions for assessing and monitoring tunnels

TL;DR: In this article, the authors introduce the most common sensors used for the monitoring of tunnels and present a case study for each application to illustrate the use of both common and newly developed sensing technologies in tunnel monitoring.
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Post-failure fracture angle of brittle pipes subjected to differential ground movements

TL;DR: In this article, the authors measured the kinematics associated with cast iron pipe fracture and the relative rotation of the pipeline on either side of the fracture when fracture is induced by a normal ground fault.
References
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Journal ArticleDOI

Particle-Imaging Techniques for Experimental Fluid Mechanics

TL;DR: A review of these methods can be found in articles by Lauterborn & Vogel (1984), Adrian (1986a), Hesselink (1988), and Dudderar et al..
Proceedings ArticleDOI

A four-step camera calibration procedure with implicit image correction

TL;DR: This paper presents a four-step calibration procedure that is an extension to the two-step method, and a linear method for solving the parameters of the inverse model is presented.
Proceedings ArticleDOI

Calibration procedure for short focal length off-the-shelf CCD cameras

TL;DR: A camera calibration procedure intended for a 3D measurement application is presented, paying attention to the various error sources, and notices that a more complete camera model is needed to explain all the error components.
Journal ArticleDOI

A review of instrumentation for measuring small strains during triaxial testing of soil specimens

TL;DR: In this article, the authors present a survey of small-strain measuring devices and their modes of operation, benefits, capabilities, and limitations, as well as a classification of internal and external measuring devices.