Measurement on soil deformation caused by expanded-basepile in transparent soil using particle image velocimetry（PTV）

Measurement on soil deformation caused by expanded-basepile in transparent soil using particle image velocimetry（PTV）

A new small-scale geotechnical physicalmodel in 1-g and unconfined condition, combiningthe transparent soil, close-range photogrammetry andparticle image velocimetry （PIV）, was employed,which provides a non-intrusively internal deformationmeasurement approach to monitor the internaldeformation of so...

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Veröffentlicht in:山地科学学报：英文版 2017, Vol.14 (8), p.1655-1665
1. Verfasser: QIChang-guang ZHENG Jin-hui ZUO Dian-jun CHEN Geng
Format: Artikel
Sprache:eng
Schlagworte:
Close-range
Expanded-base
Geotechnical
Particle
photogrammetry
physical
pile
soil
Transparent
velocimetry（PIV）
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creator QIChang-guang ZHENG Jin-hui ZUO Dian-jun CHEN Geng
description A new small-scale geotechnical physicalmodel in 1-g and unconfined condition, combiningthe transparent soil, close-range photogrammetry andparticle image velocimetry （PIV）, was employed,which provides a non-intrusively internal deformationmeasurement approach to monitor the internaldeformation of soil caused by expanded-base pilejacking with casing. The transparent soil was made offused quartz and its refractive index matched blendedoil, adding reflective particles （glass beads）.
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identifier ISSN: 1672-6316
ispartof 山地科学学报：英文版, 2017, Vol.14 (8), p.1655-1665
issn 1672-6316
1993-0321
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source Alma/SFX Local Collection; SpringerLink Journals - AutoHoldings
subjects Close-range
Expanded-base
Geotechnical
Particle
photogrammetry
physical
pile
soil
Transparent
velocimetry（PIV）
title Measurement on soil deformation caused by expanded-basepile in transparent soil using particle image velocimetry（PTV）
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