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Effectiveness of saw dust ash and cement for fabrication of compressed stabilized earth blocks

机译:锯尘灰和水泥对压缩稳定地球块制备的有效性

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摘要

This study focuses on investigating the effectiveness of Saw Dust Ash (SDA) and cement for fabricating strong and durable Compressed Stabilized Earth Block (CSEB) using coarse-grained soil. CSEB is a viable alternative to traditional Fired Clay Brick (FCB) as warranted by reduced associated pollution and increased energy efficiency. Four different cement contents (4%, 6%, 8% and 10%) and different SDA contents (0-10%) are considered to discern optimum combination to fabricate satisfactory CSEB in terms of compressive strength, shear strength, deformation behavior and durability. For a particular cement content, addition of SDA increases the compressive strength gradually, reaches a maximum value which is identified as optimum content and thereafter begins to drop. Optimum amount of SDA was found 4% for 4% cement, 6% for 6-8% cement and 8% for 10% cement. Addition of cement-SDA is found to increase the compressive strength of the blocks by 21-147% compared to that of unstabilized earth blocks. Moreover, optimum combination of cement-SDA provides CSEBs with maximum density and minimum porosity. Inclusion of cement-SDA is found effective in increasing angle of internal friction, phi of the stabilized mix. With addition of optimum SDA (4-8%) with cement, mixtures were found to exhibit O58 degrees. CSEBs with optimum amount of cement-SDA is found to provide maximum modulus of elasticity, peak strain and failure strain. Addition of 6-8% SDA with 6-10% cement is found durable in terms of water absorption (15%), wet compressive strength (700 kPa) and wet-to-dry strength ratio (0.33). Based on all the parameters and obtained test results, it can be concluded that cement-SDA stabilized earth blocks can be efficiently considered as a suitable construction material. (C) 2020 Elsevier Ltd. All rights reserved.
机译:本研究重点研究了使用粗粒土壤来研究锯尘灰(SDA)和水泥制造强度和耐用压缩稳定的接地块(CSEB)的效果。 CSEB是传统烧制粘土砖(FCB)的可行替代品,其通过减少相关污染和提高能源效率。四种不同的水泥含量(4%,6%,8%和10%)和不同的SDA内容物(0-10%)被认为是在抗压强度,剪切强度,变形行为和耐久性方面辨别最佳组合以制造令人满意的CSEB 。对于特定的水泥含量,添加SDA逐渐增加压缩强度,达到最大值,该值被识别为最佳含量,然后开始下降。发现4%水泥的最佳量为4%,6%持续6-8%水泥,8%持续10%水泥。与未稳定的地球块相比,发现添加水泥-SDA以使嵌段的抗压强度增加21-147%。此外,水泥-SDA的最佳组合提供了具有最大密度和最小孔隙率的CSEB。在稳定的混合物的稳定混合物的PHI的增加角度下,发现包含水泥-SDA的含量有效。随着水泥的添加最佳SDA(4-8%),发现混合物表现出O> 58度。发现具有最佳水泥-SDA的CSEBS提供最大的弹性模量,峰值应变和失效应变。在吸水率(<15%),湿抗压强度(> 700kPa)和湿对干强度比(> 0.33)方面,添加6-10%水泥的SDA具有6-10%水泥的SDA。基于所有参数和获得的测试结果,可以得出结论,水泥-SDA稳定的接地块可以有效地被认为是合适的结构材料。 (c)2020 elestvier有限公司保留所有权利。

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