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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

Arch action over an excavated pit on a stable scarp investigated by physical model tests

TL;DR: In this article, the assumption of a passive condition appearing in the scarp of the inclined slope by measuring the pressure changes and the surface movement of a physical model was confirmed by using particle image velocimetry (PIV) and image processing software.
Journal ArticleDOI

Bond mechanism of EBROG method using a single groove to attach CFRP sheets on concrete

TL;DR: In this paper, the effect of externally bonded reinforcement on groove (EBROG) on fiber reinforced polymer (FRP)-to-concrete through EBROG technique was scrutinized.
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Ground movements due to deep excavations in Shanghai: Design charts

TL;DR: In this paper, an expanded database of ground movements associated with braced excavations in Shanghai is analyzed, and a new method of presentation is found which provides a set of design charts that clarify the influence of soil deformability, wall stiffness, and the geometry of the excavation in relation to the depth of soft ground.
Journal ArticleDOI

Experimental and Numerical Study of Pile-Stabilized Slopes Under Surface Load Conditions

TL;DR: In this article, a comprehensive analysis on various experimental and numerical studies on slopes was performed on loose sand slopes, including particle image velocimetry and 3D numerical model were applied to investigate the slope under surcharge loading; several important factors that control pile performance are investigated.
Journal ArticleDOI

Impact dynamics of debris flow against rigid obstacle in laboratory experiments

TL;DR: In this article, the authors analyzed the kinetic and dynamic behavior of debris-flow impact with varying flow regime and found that the liquefaction ratio increases, resulting in a more fluid-like state of debris flow.
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.