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High-resolution subsurface soil char...

Shin, SeungCheol.

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High-resolution subsurface soil characterization by image analysis and Vision CPT.

Record Type:	Electronic resources : Monograph/item
Title/Author:	High-resolution subsurface soil characterization by image analysis and Vision CPT./
Author:	Shin, SeungCheol.
Description:	132 p.
Notes:	Source: Dissertation Abstracts International, Volume: 66-02, Section: B, page: 1055.
Contained By:	Dissertation Abstracts International66-02B.
Subject:	Engineering, Civil. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3163931
ISBN:	0496985965

High-resolution subsurface soil characterization by image analysis and Vision CPT.
Shin, SeungCheol.

High-resolution subsurface soil characterization by image analysis and Vision CPT. - 132 p.

Source: Dissertation Abstracts International, Volume: 66-02, Section: B, page: 1055.

Thesis (Ph.D.)--University of Michigan, 2005.

With advances in sensor technology and optics, computer vision can be applied to in-situ soil testing devices. One of the most notable utilization of computer vision is in the Vision Cone Penetrometer Test (VisCPT). The VisCPT records images of soils as the probe advances through the ground. Subsequently, the collected images are processed using image analysis. The purpose of the image analysis is to extract useful information from the soil images to classify the soil types.

ISBN: 0496985965Subjects--Topical Terms:

783781
Engineering, Civil.

High-resolution subsurface soil characterization by image analysis and Vision CPT.
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100 1 $a Shin, SeungCheol. $3 1904820
245 1 0 $a High-resolution subsurface soil characterization by image analysis and Vision CPT.
300 $a 132 p.
500 $a Source: Dissertation Abstracts International, Volume: 66-02, Section: B, page: 1055.
500 $a Chair: Roman D. Hryciw.
502 $a Thesis (Ph.D.)--University of Michigan, 2005.
520 $a With advances in sensor technology and optics, computer vision can be applied to in-situ soil testing devices. One of the most notable utilization of computer vision is in the Vision Cone Penetrometer Test (VisCPT). The VisCPT records images of soils as the probe advances through the ground. Subsequently, the collected images are processed using image analysis. The purpose of the image analysis is to extract useful information from the soil images to classify the soil types.
520 $a An image analysis method for determination of average particle size from images of fairly uniform particle size soil masses was developed. The method utilizes two-dimensional wavelet transformation of images. A general relationship between textural index obtained by the image processing and the perceived soil particle size in pixels per diameter (PPD) is established.
520 $a The VisCPT detects thin layers that were missed by the conventional CPT. To evaluate the significance of these CPT omissions, coefficients of hydraulic conductivity are assigned to inferred soil layers and equivalent horizontal and vertical hydraulic conductivities are computed. The ratio of equivalent horizontal hydraulic conductivity to equivalent vertical hydraulic conductivity is defined as the anisotropy ratio, Ra. The conventional CPT showed Ra ranging from 10 to 1000 while the VisCPT revealed that Ra was actually several orders of magnitude larger.
520 $a The VisCPT was also used to assess the reliability of conventional CPT based site characterization in a stratified hydraulic fill. A model was also developed for CPT resistance at the interface between two different soils. The tip resistance is generally influenced by soils well ahead of the advancing probe while the sleeve responds only to the soil immediately surrounding it. As such, at interfaces there is a disjoint between the two readings often resulting in pronounced friction ratio spikes near interfaces. The model predicted that the CPT tip resistance lags sleeve friction on average 10 cm at such interfaces. A 10 cm downward shift in the tip resistances corrected the friction ratios and produced a. CPT-based classification in excellent agreement with VisCPT observations.
590 $a School code: 0127.
650 4 $a Engineering, Civil. $3 783781
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790 1 0 $a Hryciw, Roman D., $e advisor
790 $a 0127
791 $a Ph.D.
792 $a 2005
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