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Influence of Soil Grading on the Mechanical Behavior of Earth Cement Blocks

Published online by Cambridge University Press:  24 July 2020

Sathiyapireyanga Jeyasegaram  and
Navaratnarajah Sathiparan Open the ORCID record for Navaratnarajah Sathiparan [Opens in a new window]
Sathiyapireyanga Jeyasegaram
Affiliation:
Department of Civil Engineering, University of Jaffna, Sri Lanka
Navaratnarajah Sathiparan*
Affiliation:
Department of Civil Engineering, University of Jaffna, Sri Lanka
*
*Corresponding Author: Email: [email protected]
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Abstract

The characteristics of earth cement blocks depend on soil composition, grading of the soil, cement-soil ratio and water content, etc… In the present study, an experimental program is conducted to evaluate the influence of soil grading in the mechanical properties of earth cement blocks. Five gradings of soil used for the preparation of earth cement blocks. Soil grading effect on following properties of earth-cement blocks such as block density, compressive strength in wet and dry condition, flexural tensile strength in wet and dry condition, and water absorption was compared. Results show that the properties of the earth cement blocks are dependent upon the fine content and uniformity coefficient of the soil. The increase in the finer content in mortar improves water absorption, compressive strength and flexural tensile strength.

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Articles
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MRS Advances , Volume 5 , Issue 54-55: Nanoscale and Quantum Materials , 2020 , pp. 2771 - 2782
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Copyright
Copyright © Materials Research Society 2020

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References

Sathiparan, N. and De Zoysa, H.T.S.M., The effects of using agricultural waste as partial substitute for sand in cement blocks, Journal of Building Engineering 19, 216-227 (2018).CrossRefGoogle Scholar
Adam, E.A. and Agib, A.R.A., Graphoprint for the United Nations Educational, Scientific and Cultural Organization. France, Paris: UNESCO (2001).Google Scholar
Venkatarama Reddy, B.V., Lal, R. and Nanjunda, K.S., Optimum soil grading for the soil-cement blocks, Journal of Materials in Civil Engineering 19, 139-148 (2007).CrossRefGoogle Scholar
Nshimiyimana, P., Moussa, H., Messan, A., and Courard, L., Effect of production and curing conditions on the performance of stabilized compressed earth blocks: Kaolinite vs quartz-rich earthen material. MRS Advances 5, 1277-1283 (2020).CrossRefGoogle Scholar
Nshimiyimana, P., Miraucourt, D., Messan, A., and Courard, L., Calcium carbide residue and rice husk ash for improving the compressive strength of compressed earth blocks. MRS Advances 3, 2009-2014 (2018).CrossRefGoogle Scholar
Asare, B. and Danyuo, Y., Mechanical characterization of earth-based composites materials reinforced with treated bamboo fibres for affordable housing. MRS Advances 5, 1313-1321 (2020).CrossRefGoogle Scholar
Thanushan, K., Yogananth, Y., Sangeeth, P., Gracian, J. and Sathiparan, N., Strength and durability characteristics of coconut fibre reinforced earth cement blocks, Journal of Natural Fibers (2019). https://doi:10.1080/15440478.2019.1652220.CrossRefGoogle Scholar
Benhaoua, W., Grine, K. and Kenai, S., Performance of stabilized earth with wheat straw and slag. MRS Advances 5, 1285-1294 (2020).CrossRefGoogle Scholar
Kwon, H.M., Le, A.T. and Nguyen, N.T., Influence of soil grading on properties of compressed cement-soil, KSCE Journal of Civil Engineering 14 (6), 845-853 (2010).CrossRefGoogle Scholar
Haach, V.G., Vasconcelos, G. and Lourenço, P.B., Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars, Construction and Building Materials 25, 2980–2987 (2011).CrossRefGoogle Scholar
Guifeng, L., Shichao, L., Zhengfa, C. and Yanlong, Q., Effect of different grain grading of manufactured-sands on properties of dry-mixed mortar, Applied Mechanics and Materials 507, 429-433 (2014).Google Scholar
Mohammed, T.G. Hughes and Abubakar, A., Importance of sand grading on the compressive strength and stiffness of lime mortar in small scale model studies, Open Journal of Civil Engineering 5, 372-378, (2015).CrossRefGoogle Scholar
Arooz, F.R., Halwatura, R.U., Mud-concrete block (MCB): mix design & durability characteristics, Case Studies in Construction Materials 8 (2018) 39–50.CrossRefGoogle Scholar
Specification for cement blocks, Part 1: Requirements SLS 855, Sri Lanka Standards Institution, Sri Lanka (1989).Google Scholar
Mayooran, S., Ragavan, S., and Sathiparan, N., Comparative study on open air burnt low- and high-carbon rice husk ash as partial cement replacement in cement block production, Journal of Building Engineering 13, 137-145 (2017).CrossRefGoogle Scholar
ASTM C140/C140M, Standard test methods for sampling and testing concrete masonry units and related units. American Society for Testing and Materials International, West Conshohocken (2017).Google Scholar
BS EN 772-1, Methods of test for masonry units - Part 1: Determination of compressive strength. Brussels: Comité Européen de Normalisation, Brussels (2011).Google Scholar
BS EN 1015-11, Methods of test for mortar for masonry - Part 11: Determination of flexural and compressive strength of hardened mortar. Brussels: Comité Européen de Normalisation, Brussels (1999).Google Scholar