EFFECT OF ORGANIC SOIL ON STRENGTH PROPERTIES OF COMPRESSED CEMENT-SOIL BLOCK
DOI:
https://doi.org/10.33736/jcest.377.2017Keywords:
Organic soil, cement-soil block, compressive strength, flexural strength, dry densityAbstract
Compressed cement-soil block is used as low cost building material. In the south-western region of Bangladesh, there is availability of organic soil which is in the formation of overlying layer. Moreover, sandy materials do not occur and are not found easily in Bangladesh. The scarcity of sandy materials has led to the increase of the retail price and subsequently to higher production cost. So organic soil materials have been used as filler directly to produce cement-soil block. In this study, the compressive and flexural strengths of cement-soil block of density 1448kg/m³ to 1611kg/m³ with specified ratio of cement content were investigated using prism specimens. The observed elapsed periods were 1, 3, 7, 14, 28, 56 and 112 days with the variation of organic contents of 2%, 5%, 10%, 20% and 40%. Preferable results on the 28th day indicated that the compressive strength and the flexural strength of cement-soil block with 20% organic content increased by 125% and 102% respectively. Moreover, the influence of density on the strength properties of cement-soil block was found to be higher than the age of the specimen.
References
Anthony, G. K. (2001). Durability of compressed and cement-stabilized building blocks, PhD Thesis, University of Warwick, Coventry,England.
Ahnberg, H. and Holm, G. (1999). "Stablisation of some Swedish organic soils with different types of binder." Proceeding of the International Conference on Dry Mix Method for Deep Soil Stabilisation, Stockholm, pp. 101-108.
https://doi.org/10.1201/9781315141466-14
Ahnberg, H., Johansson, S. -E., Pihl, H., and Carlsson, T. (2003). "Stabilizing effects of different binders in some Swedish soils." Ground Improvement, Vol. 7, No. 1, pp. 9-23.
https://doi.org/10.1680/grim.2003.7.1.9
Carter, M. and Bentley, S. P. (1991). Correlations of soil properties, Pentech Press, London, England.
Das, B. M. (1983). Fundamentals of soil dynamics, Elsevier Science Publishing Co., New York, USA.
Enteiche, A. (1964). Soil cement; Its use in Building, United Nations Publications, New York, USA
Fitzmaurice, R. (1958). Manual on stabilized soil construction for housing, Technical Assistance Program, United Nations, New York.
Hebib, S. and Farrell, E. (1999). "Some experience of stabilizing Irish organic soils." Proceeding of the International Conference on Dry Mix Method for Deep Soil Stabilization, Stockholm, pp. 81-84.
https://doi.org/10.1201/9781315141466-11
Houben, H. and Guillaud, H. (1994). Earth construction: A comprehensive guide, IT Publication, London.
Jimenez Delgado, M. C. and Guerrero, I. C. (2007). "The selection of soil for unstabilised earth building: A normal review." Construction and Building Materials, Vol. 21, No. 2, pp. 237-251.
https://doi.org/10.1016/j.conbuildmat.2005.08.006
Mohamed, A. M. O. (2000). "The role of clay minerals in marly soil on its stability."Engineering Geology, Vol. 57, Issues 3-4, pp. 193-203.
https://doi.org/10.1016/S0013-7952(00)00029-6
Morel, J. C., Abalo Pkla, and Walker, P. (2007). "Compressive strength testing of compressed earth blocks." Construction and Building Materials, Vol. 21, No. 2, pp. 303-309.
https://doi.org/10.1016/j.conbuildmat.2005.08.021
Walker, P. (1995). "Strength, durability and shrinkage characteristics of cement stabilized soil blocks." Cement and Concrete Composites, Vol. 17, No. 4, pp. 301-310.
https://doi.org/10.1016/0958-9465(95)00019-9
Walker, P. and Stace, T. (1997). "Properties of some cement stabilized compressed earth blocks and mortars." Materials and Structures, Vol. 30, November, pp. 545-551.
https://doi.org/10.1007/BF02486398
Walker, P. J. (2004). "Strength and erosion characteristics of earth blocks and earth block masonry." Journal of Materials in Civil Engineering, ASCE, Vol. 16, No. 5, pp. 497-506.
https://doi.org/10.1061/(ASCE)0899-1561(2004)16:5(497)
Venkatarama Reddy, B. V. and Gupta, A. (2005). "Characteristics of soil-cement blocks using highly sandy soils." Materials and Structures, Vol. 38, No. 6, pp. 651-658.
https://doi.org/10.1007/BF02481596
Veith, G. (2000). "Green, ground and great: Soil stabilization with slag." Building Research & Information, Vol. 28, No. 1, pp. 70-72.
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