Influence of Particle Geometry Assessed via Image Processing on Broken Sandstone Strength
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Keywords

Broken rock, Triaxial test, Shape, Geometry, Angularity, Form, Roughness, Friction, Void ratio.

How to Cite

1.
S. Balideh, T.G. Joseph, M. Curley. Influence of Particle Geometry Assessed via Image Processing on Broken Sandstone Strength. Glob. J. Earth Sci. Eng. [Internet]. 2018 Dec. 30 [cited 2022 Jun. 30];5(1):34-4. Available from: https://www.avantipublishers.com/index.php/gjese/article/view/737

Abstract

 Particle geometry has an impact on the behavior and strength of broken rock, where particle shape characteristics affect the ability of particles to rotate or slide relative to each other. Form, angularity and texture are three independent parameters that describe the geometry of such a particle. In this paper the geometry of crushed Berea sandstone was determined through image processing, where the results showed that form and angularity indices describe the geometry characteristics of broken Berea sandstone better than the other geometry indices. A correction coefficient that has previously been introduced to predict a sieve size distribution from image processing was shown to be a function of form index for the sandstone fragments. Triaxial compression tests were performed on the broken sandstone, showing that confining pressure and void ratio have an impact on broken rock strength. Increasing confining pressure was shown to enhance the strength of broken rock, while void ratio was shown to be inversely related to broken rock strength. Void ratio can also be affected by particle geometry. Increasing particles form index increases the void ratio where particles angularity index and void ratio are inversely related.
https://doi.org/10.15377/2409-5710.2018.05.3
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References

Feda J. Mechanics of Particulate Materials. New York: Elsevier Science Publishing Company; 1982. https://www.elsevier.com/books/mechanics-of-particulatematerials/ feda/978-0-444-99713-5

Marsal Rj. Frictional Resistance of Granular Soils. Seventh International Conference on Soil Mechanics and Foundation Engineering; Mexico; 1969. https://www.tib.eu/en/search/id/- TIBKAT%3A349216401/Proceedings-of-the-seventh- International-Conference/

Marsal Rj. Mechanical Properties of Rockfill. Embankment Dam Engineering. 1973: 12. https://www.library.ualberta.ca/- catalog/567869

Mogami T, editor On the Angle of Internal Friction of Rockfill Materials. Contributions and Discussions on Mechanical Properties of Rockfill and Gravel Materials; 1969: Mexico

Fumagalli E. Tests on Cohesionless Materials for Rockfill Dams. Journal of Soil Mechanics & Foundations Div. 1969; 95(1): 313-30. http://cedb.asce.org/CEDBsearch/- record.jsp?dockey=0016209

Hobbs DW. A study of the behaviour of a broken rock under triaxial compression, and its application to mine roadways. Int J Rock Mech Min Sci. 1966; 3: 33. https://www.sciencedirect.com/science/article/pii/0148906266 900301 https://doi.org/10.1016/0148-9062(66)90030-1

Hobbs DW. The behavior of broken rock under triaxial compression. Int J Rock Mech Min Sc. 1970; 7: 23. https://www.sciencedirect.com/science/article/pii/0148906270 900082

Hussaini MA. Influence of end restraint and method of consolidation on the drained triaxial compressive strength of crushed Napa basalt. Vicksburg: Waterways Experiment Station; 1970. http://classify.oclc.org/classify2/- ClassifyDemo?owi=14954414

Hussaini MA. Plane strain and triaxial compression tests on crushed napa basalt. Vicksburg: Waterways Experiment Station; 1971. http://classify.oclc.org/classify2/ClassifyDemo?owi=1862915 613

Hussaini MA. Effect of particle size and strain conditions on the strength of crushed basalt. Canadian Geotechnical Journal. 1983; 20(4): 12. http://www.nrcresearchpress.com/- doi/abs/10.1139/t83-077#.W-OYE9VKjIU

Joseph TG. Estimation of the post-failure stiffness of rock. Edmonton, Canada: University of Alberta; 2000. https://www.library.ualberta.ca/catalog/2511375

Joseph TG, Barron K. The post-failure characteristics of rock. CIM Bulletin. 2003; 96, N° 1070:9. https://store.cim.org/en/- the-post-failure-characteristics-of-rock

Barrett PJ. The shape of rock particles, a critical review. Sedimentology. 1980; 27: 291-303. https://onlinelibrary.wiley.com/doi/abs/10.1111/j.1365- 3091.1980.tb01179.x https://doi.org/10.1111/j.1365-3091.1980.tb01179.x

Masad E. Review Of Imaging Techniques For Characterizing The Shape of Aggregates Used in Asphalt Mixes. International Center for Aggregates Research 9th Annual Symposium: Aggregates - Concrete, Bases and Fines; Austin, Texas; 2001. https://trid.trb.org/view.aspx?id=746676

Masad E. The Development of a Computer Controlled Image Analysis System for Measuring Aggregate Shape Properties. Washington, D.C: National Cooperative Highway Research Program NCHRP-IDEA Project 77, Transportation Research Board, National Research Council; 2003; Report No.: Final Report. http://onlinepubs.trb.org/onlinepubs/archive/studies/idea/final reports/highway/NCHRP077_Final_Report.pdf

Masad E, Al-Rousan T, Button J, Little D, Tutumluer E. Test Methods for Characterizing Aggregate Shape, Texture, and Angularity. WASHINGTON, D.C.: National Cooperative Highway Research Program; 2007; Report No.: NCHRP Report 555. http://www.trb.org/main/blurbs/158468.aspx

Little D, Button J, Jayawickrama P, Solaimanian M, Hudson B. Quantify Shape, Angularity and Surface Texture of Aggregates Using Image Analysis and Study Their Effect on Performance. Texas: Texas Transportation Institute, The Texas A&M University System, College Station; 2003. https://trid.trb.org/view/778725

Al-Rousan TM. Characterization of Aggregate Shape Properties Using a Computer Automated System College Station: Texas A&M University; 2004. https://oaktrust.library.tamu.edu/handle/1969.1/1485

Al-Rousan TM, Masad E, Tutumluer E, Pan T. Evaluation of Image Analysis Techniques for Quantifying Aggregate Shape Characteristics. Construction and Building Materials. 2007; 21: 978-90. https://www.sciencedirect.com/science/article/- abs/pii/S0950061806000377 https://doi.org/10.1016/j.conbuildmat.2006.03.005

Azevedo NM, Lemos JV. Aggregate shape influence on the fracture behaviour of concrete. Structural Engineering and Mechanics, An Int'l Journal 2006; 24(4). https://www.edemsimulation.com/papers/aggregate-shapeinfluence- on-the-fracture-behaviour-of-concrete/

Zhou L, Chu X, Zhang X, Xu Y. Numerical investigations on breakage behaviour of granular materials under triaxial stresses. Geomechanics and Engineering, An Int'l Journal. 2016; 11(5):639-55. http://www.techno-press.org/content/- ?page=article&journal=gae&volume=11&num=5&ordernum= 3

Afshar T, Disfani MM, Arulrajah A, Narsilio GA, Emamc S. Impact of particle shape on breakage of recycled construction and demolition aggregates. Powder Technology. 2017; 308. https://www.sciencedirect.com/science/- article/pii/S003259101630835X https://doi.org/10.1016/j.powtec.2016.11.043

Chen C, An X. Model for simulating the effects of particle size distribution on the hydration process of cement. Computers and Concrete, An Int'l Journal 2012; 9(3). http://www.technopress. org/content/?page=article&journal=cac&volume=9&nu m=3&ordernum=2

Masad E, Olcott D, White T, Tashman L. Correlation of Fine Aggregate Imaging Shape Indices with Asphalt Mixture Performance. Washington, D.C: Transportation Research Record 1757. Transportation Research Board, National Research Council; 2001. https://trrjournalonline.trb.org/- doi/abs/10.3141/1757-17?journalCode=trr

Wang LB, Park JY, Mohammad LN. Quantification of Morphology Characteristics of Aggregate From Profile Images. 82nd Transportation Research Board Annual Meeting; Washington, D.C. 2003; p. 23. http://classify.oclc.org/classify2/ClassifyDemo?wi=51462777

Arasan S, Hasiloglu AS, Akbulut S. Shape Properties of Natural and Crushed Aggregate using Image Analysis. International Journal of Civil and Structural Engineering. 2010; Volume 1, No 2: 221-33. http://www.ipublishing.co.in/- jcandsevol1no12010/EIJCSE1018.pdf

Masad EA, Little DN, Tashman L, Saadeh S, Al-Rousan T, Sukhwani R. Evaluation of Aggregate Characteristics Affecting HMA Concrete Performance. Texas: Texas Transportation Institute; 2003. https://repositories.lib.utexas.edu/handle/2152/35367

Kuo C-Y, Freeman RB. Imaging Indices for Quantification of Shape, Angularity, and Surface Texture of Aggregates. Transportation Research Record: Journal of the Transportation Research Board. 2000; 1721: 57-65. https://trrjournalonline.trb.org/doi/abs/10.3141/1721-07

Tutumluer E, Rao C, Stefanski JA. Video Image Analysis of Aggregates. Urbana, IL: University of Illinois Urbana- Champaign; 2000. Report No.: FHWA-IL-UI Contract No.: 278. https://www.ideals.illinois.edu/handle/2142/46350

Fletcher T, Chandan C, Masad E, Sivakumar K. Aggregate Imaging System (AIMS) for Characterizing the Shape of Fine and Coarse Aggregates. 82nd Transportation Research Board Annual Meeting; Washington, D.C.2003. p. 31. http://classify.oclc.org/classify2/ClassifyDemo?wi=51462777

Swift GA. Characterization of Coarse Aggregate Angularity Using Digital Image Processing. Columbia, USA: University of Missouri; 2007. https://scholarsmine.mst.edu/- cgi/viewcontent.cgi?article=5579&context=masters_theses

Wang L, Lane DS, Lu Y, Druta C. Portable Image Analysis System for Characterizing Aggregate Morphology. Journal of the Transportation Research Board. 2009; 3-11. https://vtechworks.lib.vt.edu/handle/10919/46643 https://doi.org/10.3141/2104-01

Koohmishi M, Palassi M. Evaluation of morphological properties of railway ballast particles by image processing method. Transportation Geotechnics. 2017; 12. https://www.sciencedirect.com/science/article/pii/S22143912 1730104

Gray WA. The Packing of Solid Particles. London: Chapman & Hall; 1968. http://www.worldcat.org/title/packing-of-solidparticles/ oclc/596402826

Donev A, Connelly R, Stillinger FH, Torquato S. Hypoconstrained Jammed Packings of Nonspherical Hard Particles: Ellipses and Ellipsoids. Phys Rev E. 2007; 75(5): 35. https://arxiv.org/ftp/cond-mat/papers/0608/0608334.pdf https://doi.org/10.1103/PhysRevE.75.051304

Delaney GW, Cleary PW. The packing properties of superellipsoids. EPL (Europhysics Letters). 2010; 89(3). http://iopscience.iop.org/article/10.1209/0295- 5075/89/34002/meta https://doi.org/10.1209/0295-5075/89/34002

Califice A, Michel F, Dislaire G, Pirard E. Influence of particle shape on size distribution measurements by 3D and 2D image analyses and laser diffraction. Powder Technology. 2013; 237. ttps://www.sciencedirect.com/- science/article/pii/S003259101300020X

Janaka GHA, Kumara J, Hayano K, Ogiwara K. Image Analysis Techniques on Evaluation of Particle Size Distribution of Gravel. Int J of GEOMATE. 2012; 3(1): 290-7. http://www.geomatejournal.com/sites/default/files/articles/290 -295-1261-kumara-sept-2012.pdf