Page 19 - CSEB Report
P. 19

Study on Compressed Stabilized Earth Blocks


                 7. Conclusion

                 From the study of soil samples and the CSEB bricks, the following conclusion were drawn.

                 1.  All the soil samples collected from three sites were Sandy silt of low plasticity and
                     was not suitable for Bricks making due to very low clay content. However, upon mix-
                     ing with more percentage of cement as recommended in the international papers, the
                     soil got stabilized. Many research works found out that soil with plasticity below 15%
                     is most suitable for cement stabilization[10]

                 2.  Many soil is suitable for construction of CSEB after removing the top soil and organic
                     matter. The best proportion of the soil for CSEB is Gravel-15%, Sand-50%, Silt-15%
                     and Clay-20% [1]. And the soil containing more clay percentage should be stabilized
                     using lime.

                 3.  The highest compressive strength of 6.5N/sq.m was obtained with 9% cement stabili-
                     zation for sample 3 and the strength is equivalent to the second class red-bricks. The
                     sample 3 test results was the most relevant amongst three sample as it’s results totally
                     agreed/ benchmarked by the studies carried out in [1].

                 4.  The test results of set 2 and set 3 of the sample 1 and the sample 2 also agreed to
                     the [1] but set 1 of both the samples, containing highest cement content fails to corre-
                     spond to [1], this need further studies for verification.

                 5.  For  very  small  project,  the  labours  motion  dominate  the  CO2  emission  but  with  in-
                     crease  in  project  size,  despite  adding  low  percentage  of  cement,  CO2  emission
                     would be dominated by cement content.

                 6.  CSEB consumed less than (10 to 15) % of in put energy as used to manufacture simi-
                     lar red bricks. [1][10]

                 7.  The manufacturing cost of 1 cubic meter of CSEB at site boils down to Nu. 2470 and
                     to purchase and transport 1cubic meter of red bricks to site, (assumed site Thimphu)
                     cost around Nu 7085. Thus, importing red-bricks from  India cost almost triple times
                     the cost of CSEB manufacture at site.

                 8.  Therefore, CSEB bricks  have economic potential as well as ecological benefit. More-
                     over, the most attractive quality of the bricks is that it promote healthy and comforta-
                     ble room environment.  Considering the economic viability, these bricks have more fu-
                     ture for the construction of low to medium cost housing construction which contribute to
                     sustainable development.
























         18                    Engineering Adaptation and Risk Reduction Division (EARRD), DES, MOWHS
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