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Influence of height to width ratio of compressed stabilized earth blocks on wall strengths

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dc.contributor.author Jayasinghe, C
dc.contributor.author Pathirage, TS
dc.contributor.author Perera, KRTI
dc.date.accessioned 2016-09-09T08:38:10Z
dc.date.available 2016-09-09T08:38:10Z
dc.date.issued 2016-09-09
dc.identifier.issn 0950-2289 en_US
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/12023
dc.description.abstract Compressed Stabilized Earth (CSE) has gained popularity in many countries with warm humid tropical climatic conditions due to the availability of "letetitic soil that can be stabilized with cement. The dimensional accuracy of walls that is guaranteed from using steel moulds generally enables the completion of aesthetically pleasing walls without any plaster, so minimizinq the number of site operations. Since thick external walls are common, the height to width ratio of blocks may not satisfy the limit specified as 0.6 in Table 2 of 's 5628 part 1 1992. The detailed experimental study covered in this paper has indicated that height to width ratios between 045 to 0.6 behave in a similar manner in compression and hence can be used for selecting the dimensions for manufacturing CSE solid blocks en_US
dc.language.iso en en_US
dc.subject CSE blocks, compressive strength, height to width ratio en_US
dc.title Influence of height to width ratio of compressed stabilized earth blocks on wall strengths en_US
dc.type Article-Abstract en_US
dc.identifier.year 2011 en_US
dc.identifier.journal Journal of the International Masonry Society en_US
dc.identifier.issue 2 en_US
dc.identifier.volume 24 en_US
dc.identifier.pgnos pp. 51 - 56 en_US


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