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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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Book ChapterDOI

Caisson Foundations Subjected to Seismic Faulting: Reduced-Scale Physical Modeling

TL;DR: In this paper, a number of physical model tests were conducted in the Laboratory of Soil Mechanics, National Technical University of Athens, to investigate fault rupture propagation through sand and its interaction with caisson foundations.
Journal ArticleDOI

Particle image velocimetry validation for quantifying bedload movement

TL;DR: In this paper, a Particle Image Velocimetry (PIV) technique was validated for predicting the movements of bedload particles using synthetic images, similar to those from testing a physical model.
Journal ArticleDOI

Non-Contact Experiment Investigation of the Interaction between the Soil and Underground Granary Subjected to Water Buoyancy

Zhijun Xu, +1 more
- 27 Sep 2021 - 
TL;DR: In this paper, a non-contact experiment system utilizing the digital image correlation (DIC) technology and particle image velocity (PIV) technology was employed to study the granary displacement and the soil deformation around the underground granary subjected to the buoyancy of water.
Book ChapterDOI

Experimental Versus Finite Element Approach to Study Scale Dependent Features in Granular Materials’ Stress and Deformation Fields

TL;DR: In this paper, the results of physical model tests on large granular assembly and finite element analysis of the same configuration were presented, and the comparison between experimental strain fields and FEM simulations was performed.
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.