2018
DOI: 10.18690/actageotechslov.15.1.43-53.2018
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Effect of particle roundness and morphology on the shear failure mechanism of granular soil under strip footing

Abstract: This study investigates the effect of particles roundness and morphology on the shear failure mechanism of soil. A strip footing was modeled under laboratory conditions. Calcareous soil was tested with three roundness classes: angular, rounded and well-rounded shapes with sizes of 0.30 mm to 4.75 mm. These were divided into six different groups at three relative densities of 30%, 50% and 70%. A series of photographs was taken during the tests and analyzed using the particle image velocimetry (PIV) method to un… Show more

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Cited by 11 publications
(3 citation statements)
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“…The reason for using high-precision roundness values can be explained by the variation in particle shape based on very minor differences in their roundness values. In other words, as cited in [6,24], when the particle roundness values were in the range of 0.5-0.65, the particle shape was defined as "very angular", but when they reached 0.65-0.70, the shape was then defined as "angular". Accordingly, to present the morphology of the particles, high-precision measurements are essential for gathering the relationship between different production conditions.…”
Section: Morphological Analysesmentioning
confidence: 99%
“…The reason for using high-precision roundness values can be explained by the variation in particle shape based on very minor differences in their roundness values. In other words, as cited in [6,24], when the particle roundness values were in the range of 0.5-0.65, the particle shape was defined as "very angular", but when they reached 0.65-0.70, the shape was then defined as "angular". Accordingly, to present the morphology of the particles, high-precision measurements are essential for gathering the relationship between different production conditions.…”
Section: Morphological Analysesmentioning
confidence: 99%
“…As the soil depth increases the total stiffness of the soil mass is reduced, leading to smaller values for failure loads. Moreover, with the increase of the soil depth the Meyerhoff spline can be expanded to a more generalized failure mechanism in comparison with localized failure surfaces or punching shear failure( [15,19,61,62]).…”
Section: Introductionmentioning
confidence: 99%
“…As the soil depth increases the total stiffness of the soil mass is reduced, leading to smaller values for failure loads. Moreover, with the increase of the soil depth the Meyerhoff spline can be expanded to a more generalized failure mechanism in comparison with localized failure surfaces or punching shear failure (Vesic, 1963;Vesic, 1973;Das, 2011;Ghalehjough, Akbulut, and Çelik, 2018).…”
Section: Introduction-scope Of the Numerical Applicationsmentioning
confidence: 99%