Applying digital vision metrology to monitor the behavior of rock slopes

Meiji Ryu; Yuzo Ohnishi; Satoshi Nishiyama; Takumi Nakai; D. H. Lee; J. H. Wu

Applying digital vision metrology to monitor the behavior of rock slopes

Meiji Ryu
, Yuzo Ohnishi
, Satoshi Nishiyama
, Takumi Nakai
, D. H. Lee
, J. H. Wu

Research output: Contribution to journal › Article › peer-review

Abstract

We have studied the slope monitoring method using digital vision metrology. This study developed a technique for measuring the deformation of a slope without setting any fiducial points. The method of simply obtaining initial approximations of coordinate values from the images is applied to the new measurement technique. This measurement method has the advantage of obtaining the three coordinates of many measurement points at cheap cost. In this paper, the precision of the measurement values obtained by the proposed technology is verified in the actual rock slope. The feasibility based on the experimental results to the design of countermeasure construction is discussed.

Original language	English
Pages (from-to)	141-150
Number of pages	10
Journal	Journal of the Chinese Institute of Civil and Hydraulic Engineering
Volume	22
Issue number	2
Publication status	Published - Jun 2010
Externally published	Yes

Keywords

Bundle adjustment with self calibration
Centroid
Collinearity condition
Digital vision metrology
Exterior orientations

ASJC Scopus subject areas

Civil and Structural Engineering

Cite this

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title = "Applying digital vision metrology to monitor the behavior of rock slopes",

abstract = "We have studied the slope monitoring method using digital vision metrology. This study developed a technique for measuring the deformation of a slope without setting any fiducial points. The method of simply obtaining initial approximations of coordinate values from the images is applied to the new measurement technique. This measurement method has the advantage of obtaining the three coordinates of many measurement points at cheap cost. In this paper, the precision of the measurement values obtained by the proposed technology is verified in the actual rock slope. The feasibility based on the experimental results to the design of countermeasure construction is discussed.",

keywords = "Bundle adjustment with self calibration, Centroid, Collinearity condition, Digital vision metrology, Exterior orientations",

author = "Meiji Ryu and Yuzo Ohnishi and Satoshi Nishiyama and Takumi Nakai and Lee, \{D. H.\} and Wu, \{J. H.\}",

year = "2010",

month = jun,

language = "English",

volume = "22",

pages = "141--150",

journal = "Journal of the Chinese Institute of Civil and Hydraulic Engineering",

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publisher = "Chinese Institute of Civil and Hydraulic Engineering",

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T1 - Applying digital vision metrology to monitor the behavior of rock slopes

AU - Ryu, Meiji

AU - Ohnishi, Yuzo

AU - Nishiyama, Satoshi

AU - Nakai, Takumi

AU - Lee, D. H.

AU - Wu, J. H.

PY - 2010/6

Y1 - 2010/6

N2 - We have studied the slope monitoring method using digital vision metrology. This study developed a technique for measuring the deformation of a slope without setting any fiducial points. The method of simply obtaining initial approximations of coordinate values from the images is applied to the new measurement technique. This measurement method has the advantage of obtaining the three coordinates of many measurement points at cheap cost. In this paper, the precision of the measurement values obtained by the proposed technology is verified in the actual rock slope. The feasibility based on the experimental results to the design of countermeasure construction is discussed.

AB - We have studied the slope monitoring method using digital vision metrology. This study developed a technique for measuring the deformation of a slope without setting any fiducial points. The method of simply obtaining initial approximations of coordinate values from the images is applied to the new measurement technique. This measurement method has the advantage of obtaining the three coordinates of many measurement points at cheap cost. In this paper, the precision of the measurement values obtained by the proposed technology is verified in the actual rock slope. The feasibility based on the experimental results to the design of countermeasure construction is discussed.

KW - Bundle adjustment with self calibration

KW - Centroid

KW - Collinearity condition

KW - Digital vision metrology

KW - Exterior orientations

UR - https://www.scopus.com/pages/publications/77955990033

UR - https://www.scopus.com/pages/publications/77955990033#tab=citedBy

M3 - Article

AN - SCOPUS:77955990033

SN - 1015-5856

VL - 22

SP - 141

EP - 150

JO - Journal of the Chinese Institute of Civil and Hydraulic Engineering

JF - Journal of the Chinese Institute of Civil and Hydraulic Engineering

IS - 2

ER -

Applying digital vision metrology to monitor the behavior of rock slopes

Abstract

Keywords

ASJC Scopus subject areas

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