Reddy, Venkatarama BV and Lal, Richardson and Rao, Nanjunda KS (2007) Optimum Soil Grading for the Soil-Cement Blocks. In: Journal of Materials in Civil Engineering, 19 (2). pp. 139-148.
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Large numbers of soil-cement block masonry buildings exist in India and many other countries. The paper deals with an experimental study on the influence of soil grading on the characteristics of soil-cement blocks and shear-bond strength of soil-cement block masonry triplets. Influence of clay content of the soil-cement block on strength, absorption and durability characteristics, and interfacial mortar-block bond strength has been examined. Some of the major conclusions of the study are: (1) optimum clay content leading to maximum strength is in the range of 14–16%; (2) saturated water content of the blocks increases with increase in clay content of the block; (3) initial rate of absorption decreases with increase in clay content of the block; (4) weight loss after ASTM wire scratch test is minimum when the clay content of the block is about 16%; and (5) optimum clay content for the highest modulus for the blocks and for highest shear-bond strength is about 16%.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to American Society of Civil Engineers|
|Keywords:||Soil-cement;Compressive strength;Durability;Soil stabilization;Bonding strength;Stress strain relations|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||22 Aug 2008|
|Last Modified:||19 Sep 2010 04:35|
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