Show simple item record

Image-Based Soil Particle Size and Shape Characterization.

dc.contributor.authorOhm, Hyon-Sohken_US
dc.date.accessioned2013-06-12T14:16:40Z
dc.date.availableNO_RESTRICTIONen_US
dc.date.available2013-06-12T14:16:40Z
dc.date.issued2013en_US
dc.date.submitted2013en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/97957
dc.description.abstractTwo laboratory tests using image-based methods to determine particle size distribution of soil were developed. The Sediment Imaging or “Sedimaging” test determines size distribution of soil having particle diameters between 0.075 mm and 2 mm. A Translucent Segregation Table (TST) test determines size distribution of soil having particle diameter larger than 2 mm. Both tests produce particle size distributions that compare well with results by sieving. The Sedimaging test utilizes a statistical method based on wavelet transformation. The method requires images of relatively uniform particle sizes, thus sedimentation of a soil specimen through a column filled with water is implemented to segregate particles by size. An image of the sedimented soil is analyzed incrementally by overlapping 128 pixel by 128 pixel areas yielding thousands of values of a wavelet index (CA). The CA values are converted to particle sizes in units of pixels per particle diameter (PPD) through a previously established calibration curve. The calibration curve is an empirical fit to CA versus PPD data obtained from images of pre-sieved soils. The PPD is converted to sieve opening size using the known camera magnification. The TST test utilizes a deterministic method facilitated by watershed segmentation. The method requires thresholded images, thus a translucent plate and a backlight table are implemented to provide a bright and uniform grayscale contrast to the soil particles. Particles are introduced at the top of the inclined TST and are allowed to pass beneath the series of bridges having decreasing underpass heights. The bridges prevent small particles from hiding beneath large particles. After capturing an image of roughly segregated particles from above, touching particles in the image are segmented by the watershed segmentation. For each segmented particle, the largest and intermediate dimensions are computed by fitting an ellipse to the particle. The smallest dimension, which is not shown in the TST image, is estimated from the average of two bounding bridge heights between which each particle comes to rest on the TST. To correct the intermediate dimension to sieve opening size, a correction factor is derived based on the ratio between the intermediate and smallest dimensions.en_US
dc.language.isoen_USen_US
dc.subjectParticle Size Distributionen_US
dc.subjectImage Analysisen_US
dc.subjectWavelet Transformationen_US
dc.subjectWatershed Segmentationen_US
dc.titleImage-Based Soil Particle Size and Shape Characterization.en_US
dc.typeThesisen_US
dc.description.thesisdegreenamePhDen_US
dc.description.thesisdegreedisciplineCivil Engineeringen_US
dc.description.thesisdegreegrantorUniversity of Michigan, Horace H. Rackham School of Graduate Studiesen_US
dc.contributor.committeememberHryciw, Roman D.en_US
dc.contributor.committeememberSavarese, Silvioen_US
dc.contributor.committeememberMichalowski, Radoslaw L.en_US
dc.contributor.committeememberZekkos, Dimitriosen_US
dc.subject.hlbsecondlevelCivil and Environmental Engineeringen_US
dc.subject.hlbtoplevelEngineeringen_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/97957/1/hyonsohk_1.pdf
dc.owningcollnameDissertations and Theses (Ph.D. and Master's)


Files in this item

Show simple item record

Remediation of Harmful Language

The University of Michigan Library aims to describe library materials in a way that respects the people and communities who create, use, and are represented in our collections. Report harmful or offensive language in catalog records, finding aids, or elsewhere in our collections anonymously through our metadata feedback form. More information at Remediation of Harmful Language.

Accessibility

If you are unable to use this file in its current format, please select the Contact Us link and we can modify it to make it more accessible to you.