2017
DOI: 10.1007/s11595-017-1607-9
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Effect of sand content on strength and pore structure of cement mortar

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Cited by 54 publications
(14 citation statements)
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“…It is noted from Table (1) that the available water values ranged between 60-133 .cm 3 .cm -3 , where the values of the available water content were related to the soil texture. In the soils with loam and sandy clay loam textures, the values of the available water were higher than in sandy loam soils, due to the fact that the total pore size in soils with a higher clay content is much higher than soils with a higher content of coarse separates, although the diameter of the pores in coarse-textured soils is higher than that of fine-textured soils, and this was confirmed by all references in soil physics and water sciences [27][28][29]. Figure (9) shows the spatial distribution of the ready water content in the soils of the study area.…”
Section: Available Watersupporting
confidence: 56%
“…It is noted from Table (1) that the available water values ranged between 60-133 .cm 3 .cm -3 , where the values of the available water content were related to the soil texture. In the soils with loam and sandy clay loam textures, the values of the available water were higher than in sandy loam soils, due to the fact that the total pore size in soils with a higher clay content is much higher than soils with a higher content of coarse separates, although the diameter of the pores in coarse-textured soils is higher than that of fine-textured soils, and this was confirmed by all references in soil physics and water sciences [27][28][29]. Figure (9) shows the spatial distribution of the ready water content in the soils of the study area.…”
Section: Available Watersupporting
confidence: 56%
“…The high energy consumption and CO 2 global emission are the major drawback of cement production, which results in the unsustainability of concrete 3 5 . Moreover, the discontinuity and heterogeneity are generated due to sand and aggregate composition and low binder in the concrete matrix caused by a low water-cement ratio, which is indicated by micro-crack forming 6 . Consequently, the strength and durability of concrete will depress 7 9 .…”
Section: Introductionmentioning
confidence: 99%
“…9d). These behaviours are probably related to a decrease in the charge transfer resistance as a result of a higher ionic strength and a sand filler effect, demonstrating the impact on the hydration kinetics produced by the addition of sand (Feldman, 1986;McCarter and Garvin, 1989;Bu et al, 2017).…”
Section: Effects Of Sand Additionmentioning
confidence: 97%
“…This perturbation is not only related to the maximum release of heat (sulphate depletion peak, (Fig. 8a) but also to the impact of sand on the microstructural development, deposition of hydrated products such as CH, and pore size distribution and content (Bu et al, 2017).…”
Section: Effects Of Sand Additionmentioning
confidence: 99%