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contributor authorPeter J. Walker
date accessioned2017-05-08T21:17:44Z
date available2017-05-08T21:17:44Z
date copyrightOctober 2004
date issued2004
identifier other%28asce%290899-1561%282004%2916%3A5%28497%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45973
description abstractInitially, the paper describes methods currently used for strength and erosion resistance testing of earth blocks. Following this, an experimental study undertaken to assess the influence of test procedure and specimen geometry on strength and erosion characteristics is presented. Cement stabilized pressed earth blocks were fabricated using different blended soils and compacted using a constant volume manual press. The effects of specimen geometry on experimental compressive strength are described and aspect ratio correction factors for unconfined unit strength outlined. Proposals for a unified approach to compression strength testing are also suggested. Bending strength testing is commonly used as an indirect method of strength assessment, as it is more readily suited to in-situ quality control testing than compression testing. The experimental correlation between compressive and bending strengths is presented. Results of compression tests on masonry walls are also presented together recommendations for design. Finally, the influence of test method and specimen geometry on erosion resistance and the correlation with block strength is discussed.
publisherAmerican Society of Civil Engineers
titleStrength and Erosion Characteristics of Earth Blocks and Earth Block Masonry
typeJournal Paper
journal volume16
journal issue5
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2004)16:5(497)
treeJournal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 005
contenttypeFulltext


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