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dc.contributor.author Jayasinghe, C
dc.date.accessioned 2016-08-16T13:44:56Z
dc.date.available 2016-08-16T13:44:56Z
dc.date.issued 2016-08-16
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/11888
dc.description.abstract The flexur al strength of masonry. which can be defined both parallel and perpendicular to bed joints. is an important strength parameter especially in lightly loaded walls. d'ue to scarcity of conventional masonry materials and energy related issues associated with them. alternative masonry materials are promoted Compressed stabilized earth (CSE) masonry is one such material with adequate compressive strength For single and two storey load bearing construction. Flexural strength of such alternative materials IS important 10 evaluate the performance when subjected to lateral loads due to wind. floods or any other load that can cause our-of-plane bending In a wall. This paper covers the findings of a det.nled research carried 0111 011 flexural strength of alternative masonry materials such as compressed stabilized earth (eSE) bricks and blocks and stabilized rammed earth. The stabilization agent used to manufacture cornpressed stabilized earth was cement. The results were compared with the values obtained for conventional masonry to highlight the suitability of compressed stabilized earth masonry For wider application with confidence. The results indicate that the flexural strength of compressed stabilized earth masonry walls can be in the range of 0.25 N/mm2 or above which can be comparable with conventional masonry such as burnt clay brickwork. en_US
dc.description.sponsorship Senate Research Grant en_US
dc.language.iso en en_US
dc.subject Earth Masonry en_US
dc.subject Flexural Strength en_US
dc.title Flexural Strength of Different Types of Earth Masonry en_US
dc.type SRC-Report en_US
dc.identifier.department Department of Civil Engineering en_US
dc.identifier.srgno Grant No: 299 en_US


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