Advances in Computed Tomography for Geomaterials: GeoX 2010
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Deformation characteristics of tire chips and sand mixture 3. Experimental method 3. Experimental results 4. Summary of test procedure 3. Test results 4. Digital image correlation results 5.
Advances in Computed Tomography for Geomaterials: GeoX 2010 by Allen H. Reed, Khalid A. Alshibli
Scanning conditions 2. Volume of interest selection 2. Segmentation and filtering techniques 2. Labeling 2. Distance transform 2. Quantitative information 2. Data visualization 3. Conclusions 4.
Acknowledgements 5. References Quantifying Particle Shape in 3D 1. Introduction to particle shape in 3D 2. Measuring particle shape — experiment and mathematical analysis 3. Examples of particle shape analysis 3. Simulated lunar soil 3. Portland cement 3. Gravel 3. Sand 3. Laser diffraction vs. Generating new virtual particles statistically similar to a real particle dataset 4. Future research 5. Laser and x-ray scanning systems for aggregate evaluations 2.
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Surveyor 3D laser scanner 2. Image analysis and volumetric reconstruction 2.
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Skyscan x-ray micro-CT scanner 2. Image analysis and volumetric reconstruction 3. Data analysis and results 3. Aggregate dimensioning 3.
Aggregate surface area and volume evaluation 4. Materials and characteristics of the x-ray CT equipment 3. Image processing procedure to segment aggregates 4. Calculation of aggregate-to-aggregate contact points 5. Calculation of the orientation of aggregates 6. Calculation of the segregation of aggregates 7.
Conclusions 8. Instrumentation and experiments 3. Lattice formulation and simulation 4. Examination of specimens with spherical inclusions 5. Summary 6. Experimental procedure 2. Material tested for freezing-thawing experiment 2. Image acquisition using microfocus x-ray CT 3. Results and discussion 3. Microtomographic images from cone-beam scanning 3. Image processing and analysis of scanned section of specimen 3. Extraction of air void or cracks from the microtomographic images 3. Visualization and quantification of void space 4.
Conclusion 5. Materials and methods 2. Preparation of the samples 2. Crack formation 2.
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Sensing and actuation 3. Regain in mechanical properties 3. Amount of crack filling 4. X-ray CT method 3. X-ray CT image and CT value 4. Quantification method for material constitution in concrete 4. CT value of the void-mortar boundary 4. Finding the CT value of the void-mortar boundary 4. Evaluation of void ratio 4. CT value of the aggregate-mortar boundary 4. Phantom 4. Evaluation of aggregate ratio 5. Application to concrete specimen 5. Boundary CT value in scan sectional plane of mortar specimen 5.
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Boundary CT value of concrete specimen 6. Sample 3. Methodology 3. Observation method of precipitation 3. Image analysis method 4. Results 4. Results of observation 4. Results of image analysis 5. Discussion 6.
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Acknowledgements 8. Numerical results 3. Correction for unresolved submicron features 4. Methods and instrumentation 2. Outline of the UGCT scanner and scanning conditions 2. Software 2.