An Intelligent System to Analyze Thermal Effect of Stabilized Soil Block
Keywords:
soil, stabiliser, cement, burnt clay brick, temperature, soil stabilised brickAbstract
Masonry units such as burnt clay bricks and stabilised soil bricks are abundantly used for residential or commercial or any infrastructure construction. Clay mineral absorbs water upon wetting. This paper includes the manufacture of stabilised soil brick (SSB) using natural soil and measuring model room temperature built using burnt clay brick (BCB) and stabilised soil brick. The soil was clayey sand of low plasticity. Stabilizer used to make stabilized soil bricks was 7% cement. Results of tests carried on these bricks at 28 days indicate maximum compressive strength, water absorption. The influence of temperature was measured by constructing two model rooms (1.5 m x 1.5 x 1.5 m) of stabilised soil brick and burnt clay brick. Difference in production of SSB and BCB and variation in measured temperature within rooms indicated environment benefits of SSB compared to BCB.A maximum temperature of 33 0C was attained in the BCB model room during post meridiem whereas a temperature of 29 0C by SSB model room. The maximum average value of ambient temperature was 30 0C thus indicating 12.6% decrease in temperature using SSB for construction instead of burnt clay bricks.
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References
Pollock, S. (1999). Ancient Mesopotamia, Cambridge University Press
Easton. (1996). The rammed Earth House, Chelsea Green Pub Co, White River Junction.
Reddy, B. V. V. (2004). Sustainable Building Technologies. Current Science, 87(7).
Walker, P. (2004). Strength and erosion characteristics of earth blocks and earth block masonry. J Mater Civil Eng(ASCE), 16(5),497–506.
Reddy, B. V. V., Walker, P. (2005). Stabilised mudblocks: problems, prospects. In: Proceedings of internationalEarth building conference. Earth-Build, Sydney, Australia, 63–75.
Hearthcote,K. A. and Moor, G. J. (2000). Durability of cement stabilized earth walls, Fifth CANMET/ACI International Conference on durability of concrete, Barcelona, Spain.
Wolfskill, L. S. Dunlop, W. A. B. M. Callaway. (1970). Handbook for Building Homes of Earth, Department of Housing and Urban Affairs, Office of International Affairs, Washington, D.C.
Jagadish, K. S. Reddy, B. V. V. (1987). Spray Erosion Studies on Pressed Earth Blocks. Building and Environment, 22(2),135-140.
CraTerre. (1989).General Specifications for Compressed Earth Blocks. CraTerre, Villefontaine.
Cytryn, S. (1957). Soil Construction, State of Israel, Ministry of Labour, Housing Division. The Weizman Science Press of Israel, Jerusalem.
Fitzmaurice, R. (1960). Manual on Stabilized Soil Construction for Housing”, Technical Assistance Program, United Nations.
ASTM (American Society for Testing and Materials) Standard Test Methods for Wetting and Drying Compacted Soil-Cement Mixtures, ASTM D559. Conshohocken. PA.
Webb, T. L. Cilliers, T. F. and N. Stutterheim. (1950). The Properties of Compacted Soil-Cement Mixtures for use in Building. National Building Research Institute, Pretoria, 1950.
NZS 4297: 1988.Engineering Design of Earth Buildings.Standards New Zealand.
N. Suwan tukroad. C. Pawattana.K, Moobombat. (1995). Effect of fineness modulus of sand on compressive strength of concrete, Engineering and Applied Science Research, 22, 1.
Gauhar Sabih.Rafiqu,l A. Tarefder. Syed M Jamil. (2016). Optimization of gradation and fineness modulus of naturally fine sands for improved performance as fine aggregate in concrete. Procedia Engineering, 145, 66 – 73.
Reddy, B. V. V. Prasanna Kumar, P. (2011). Cement stabilised rammed earth. Part A: compaction characteristics and physical properties of compacted cement stabilised soils. Materials and Structures (RILEM), 44 (3), 681–693.
Reddy, B. V. V. Latha, M. S. (2014). Influence of soil grading on the characteristics of cement stabilised soil compacts. Materials and Structures, 47(10), 1633-1645.
Reddy, B. V. V. Richardson Lal. NanjundaRao, K. S. (2007). Optimum soil grading for the soil – cement blocks. Journal of Materials in Civil Engineering, ASCE, 19 (2), 139 – 148.
Walker, P. J. (2004). Strength and erosion characteristics of earth blocks and earth block masonry. Journal of Materials in Civil Engineering (ASCE), 16 (5), 497 – 506.
Walker, P. J. Stace, T. (1997). Properties of some cement stabilised compressed earth blocks and mortars. Materials and Structures (RILEM), 30, 545 – 551.
Reddy, B.V.V. Jagadish,K.S. (1993).THE STATIC COMPACTION OF SOILS, Geotechnique, 43(2), 337-341.
Reddy, B.V. V. Latha, M. S. (2014). Retrieving clay minerals from stabilised soil compacts. In: APPLIED CLAY SCIENCE, 101, 362-368.
IS 8112. (1989). 43 GRADE ORDINARY PORTLAND CEMENT – SPECIFICATION, Bureau of Indian Standards.
Latha, M. S. Reddy, B. V. V. (2017). Swell-Shrink Properties of Stabilised Soil Products. Construction Materials, 170, 1.
Arularasan, A. N. ., Aarthi, E. ., Hemanth, S. V. ., Rajkumar, N. ., & Kalaichelvi, T. . (2023). Secure Digital Information Forward Using Highly Developed AES Techniques in Cloud Computing. International Journal on Recent and Innovation Trends in Computing and Communication, 11(4s), 122–128. https://doi.org/10.17762/ijritcc.v11i4s.6315
Mei Chen, Machine Learning for Energy Optimization in Smart Grids , Machine Learning Applications Conference Proceedings, Vol 2 2022.
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