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effects of particle breakage on the mechanical behavior of calcareous sand under confined compression tests
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نویسنده
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luo m. ,liu x. ,zhong l. ,wang x. ,wu c.
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منبع
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international journal of civil engineering - 2024 - دوره : 22 - شماره : 8 - صفحه:1407 -1424
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چکیده
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Particle breakage plays a pivotal role in shaping the deformation behavior of granular soils when subjected to compression. to comprehensively assess the influence of particle breakage on the evolution of particle size distribution and the compression characteristics of calcareous sand, this study conducted 63 sets of confined compression tests on calcareous sand, specifically under high-pressure conditions. the results indicated that the compression behavior of calcareous sand can be classified into three distinct stages within the logarithmic coordinate system of void ratio (e) and vertical pressure (σv): (1) σv < 2.18 mpa, (2) 2.18 mpa < σv < 4.35 mpa, and (3) σv > 4.35 mpa, with the first and third stages representing linear relationships. furthermore, the concept of yield stress ascertained within the e–logσv coordinate system proves invaluable in assessing the effects of the initial void ratio (e0) and particle size (d) on particle breakage. notably, when σv exceeds 2.18 mpa, the relative breakage index experiences a substantial increase. the characteristic particle sizes (d10, d30, d50, and d60) of calcareous sands exhibit a consistent decrease with an increase in the relative breakage index (br); however, this relationship is independent of e0 but is closely related to the particle size (d) of calcareous sands. the one-dimensional compression characteristics of calcareous sand are effectively represented using a power function relationship, and a formula for calculating the compression modulus (es) of calcareous sand is theoretically derived. the deformation (δs) of calcareous sand can be calculated using the index parameters obtained through the es–σv curve method. in addition, a method for computing the preconsolidation pressure (pc) of calcareous sand is introduced. this method uses the parameter (eb) as an indicator of particle breakage and has been experimentally validated. © the author(s), under exclusive licence to the iran university of science and technology 2024.
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کلیدواژه
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calcareous sand ,compression modulus ,confined compression ,particle breakage ,particle size curve distribution
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آدرس
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hubei engineering university, school of civil engineering, china, wuhan university of technology, school of civil engineering and architecture, china, hubei engineering university, school of civil engineering, china, cevia recycling technology co., china, hubei engineering university, school of civil engineering, china
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Authors
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