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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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Journal ArticleDOI

Keying of rectangular plate anchors in normally consolidated clays

TL;DR: In this article, a parametric study was performed to quantify the loss in anchor embedment during keying in terms of the anchor geometry, soil properties, loading eccentricity, and inclination.
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Experimental Investigation of Soil-Arching Development in Unreinforced and Geosynthetic-Reinforced Pile-Supported Embankments

TL;DR: In this paper, the development of soil arching in piled embankments, 14 unreinforced and 8 geosynthetic-reinforced structures were investigated, and the results showed that the soil arcing mechanism is one of the most important mechanisms in piled-embankments.
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Controlled installation of spudcan foundations on loose sand overlying weak clay

TL;DR: In this paper, an in-situ measurement concept is proposed to control the installation process of spudcan foundations. But this concept is not suitable for the installation of offshore jack-up rigs, as it requires the use of a thin loose sand layer overlying a weaker stratum of clay.
Journal ArticleDOI

Mechanical properties of GFRP reinforcing bars at high temperatures

TL;DR: In this paper, the authors present experimental results of tensile strength tests on glass fiber reinforced polymer (GFRP) bars at high temperatures and conclude that the three types of GFRP reinforced concrete members that are tested can retain the expected service stress level of 25% to 70% of their original strength up to at least 400°C, and this temperature can be used as the critical temperature in design.
Journal ArticleDOI

Effect of surface roughness on the shaft resistance of non-displacement piles embedded in sand

TL;DR: In this paper, the effects of pile surface roughness and soil density on the response of the soil during loading of the model piles were studied by analysing sequences of digital images using the digital image correlation technique.
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.