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

dc.contributor.authorJayasinghe, C
dc.contributor.authorPathirage, TS
dc.contributor.authorPerera, KRTI
dc.date.accessioned2016-09-09T08:38:10Z
dc.date.available2016-09-09T08:38:10Z
dc.date.issued2016-09-09
dc.description.abstractCompressed 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 blocksen_US
dc.identifier.issn0950-2289en_US
dc.identifier.issue2en_US
dc.identifier.journalJournal of the International Masonry Societyen_US
dc.identifier.pgnospp. 51 - 56en_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/12023
dc.identifier.volume24en_US
dc.identifier.year2011en_US
dc.language.isoenen_US
dc.subjectCSE blocks, compressive strength, height to width ratioen_US
dc.titleInfluence of height to width ratio of compressed stabilized earth blocks on wall strengthsen_US
dc.typeArticle-Abstracten_US

Files