Shape and texture of aggregate is one of the major parameter that influence the properties of fresh and hardened state of concrete .The present methods on mix proportioning of normal concrete have incorporated shape characteristics of aggregate. Since the classification of aggregates is very broad .It often leads to inconsistent results and the property of concrete varies. Thus quantification of these properties is essential to further rationalize the process of concrete mix proportioning. Various codes have envisaged certain tests that indicate the shape characteristics of aggregate. Flakiness index, Elongation index and angularity number, Index of aggregates particle shape and texture (IAPST). An elaborate study covering fine aggregates with different size, grading, shape and texture characteristics is essential. However, this paper deals with the study of the influence of shape and texture of fine aggregate (natural sand, stone dust) on concrete mix proportioning. Experimental investigation was done on fine aggregate with different shape and texture characteristics, water cement ratio, water content, and coarse aggregate content for the study. Aggregate of 10 mm and 20 mm from single source as coarse aggregate and 53 grade (28 days strength of 53 Mpa) ordinary Portland cement are considered as the constant parameters.
Published in | American Journal of Applied Scientific Research (Volume 3, Issue 3) |
DOI | 10.11648/j.ajasr.20170303.12 |
Page(s) | 28-36 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2017. Published by Science Publishing Group |
IAPST, Shape and Texture, Stone Dust, Aggregate
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APA Style
Kiran Kumar Poloju, Vineetha Anil, Ram Kishore Manchiryal. (2017). Properties of Concrete as Influenced by Shape and Texture of Fine Aggregate. American Journal of Applied Scientific Research, 3(3), 28-36. https://doi.org/10.11648/j.ajasr.20170303.12
ACS Style
Kiran Kumar Poloju; Vineetha Anil; Ram Kishore Manchiryal. Properties of Concrete as Influenced by Shape and Texture of Fine Aggregate. Am. J. Appl. Sci. Res. 2017, 3(3), 28-36. doi: 10.11648/j.ajasr.20170303.12
AMA Style
Kiran Kumar Poloju, Vineetha Anil, Ram Kishore Manchiryal. Properties of Concrete as Influenced by Shape and Texture of Fine Aggregate. Am J Appl Sci Res. 2017;3(3):28-36. doi: 10.11648/j.ajasr.20170303.12
@article{10.11648/j.ajasr.20170303.12, author = {Kiran Kumar Poloju and Vineetha Anil and Ram Kishore Manchiryal}, title = {Properties of Concrete as Influenced by Shape and Texture of Fine Aggregate}, journal = {American Journal of Applied Scientific Research}, volume = {3}, number = {3}, pages = {28-36}, doi = {10.11648/j.ajasr.20170303.12}, url = {https://doi.org/10.11648/j.ajasr.20170303.12}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajasr.20170303.12}, abstract = {Shape and texture of aggregate is one of the major parameter that influence the properties of fresh and hardened state of concrete .The present methods on mix proportioning of normal concrete have incorporated shape characteristics of aggregate. Since the classification of aggregates is very broad .It often leads to inconsistent results and the property of concrete varies. Thus quantification of these properties is essential to further rationalize the process of concrete mix proportioning. Various codes have envisaged certain tests that indicate the shape characteristics of aggregate. Flakiness index, Elongation index and angularity number, Index of aggregates particle shape and texture (IAPST). An elaborate study covering fine aggregates with different size, grading, shape and texture characteristics is essential. However, this paper deals with the study of the influence of shape and texture of fine aggregate (natural sand, stone dust) on concrete mix proportioning. Experimental investigation was done on fine aggregate with different shape and texture characteristics, water cement ratio, water content, and coarse aggregate content for the study. Aggregate of 10 mm and 20 mm from single source as coarse aggregate and 53 grade (28 days strength of 53 Mpa) ordinary Portland cement are considered as the constant parameters.}, year = {2017} }
TY - JOUR T1 - Properties of Concrete as Influenced by Shape and Texture of Fine Aggregate AU - Kiran Kumar Poloju AU - Vineetha Anil AU - Ram Kishore Manchiryal Y1 - 2017/11/08 PY - 2017 N1 - https://doi.org/10.11648/j.ajasr.20170303.12 DO - 10.11648/j.ajasr.20170303.12 T2 - American Journal of Applied Scientific Research JF - American Journal of Applied Scientific Research JO - American Journal of Applied Scientific Research SP - 28 EP - 36 PB - Science Publishing Group SN - 2471-9730 UR - https://doi.org/10.11648/j.ajasr.20170303.12 AB - Shape and texture of aggregate is one of the major parameter that influence the properties of fresh and hardened state of concrete .The present methods on mix proportioning of normal concrete have incorporated shape characteristics of aggregate. Since the classification of aggregates is very broad .It often leads to inconsistent results and the property of concrete varies. Thus quantification of these properties is essential to further rationalize the process of concrete mix proportioning. Various codes have envisaged certain tests that indicate the shape characteristics of aggregate. Flakiness index, Elongation index and angularity number, Index of aggregates particle shape and texture (IAPST). An elaborate study covering fine aggregates with different size, grading, shape and texture characteristics is essential. However, this paper deals with the study of the influence of shape and texture of fine aggregate (natural sand, stone dust) on concrete mix proportioning. Experimental investigation was done on fine aggregate with different shape and texture characteristics, water cement ratio, water content, and coarse aggregate content for the study. Aggregate of 10 mm and 20 mm from single source as coarse aggregate and 53 grade (28 days strength of 53 Mpa) ordinary Portland cement are considered as the constant parameters. VL - 3 IS - 3 ER -