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首页> 外文期刊>Journal of Cleaner Production >The potential of calcium carbide waste and termite mound soil as materials in the production of unfired clay bricks
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The potential of calcium carbide waste and termite mound soil as materials in the production of unfired clay bricks

机译:碳化物废物和白蚁土壤土壤的潜力作为生产未用粘土砖的材料

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This study investigated the physical, mechanical, thermal and microstructural properties of calcium carbide residue (CC) with chemical admixture (CA) stabilised clay bricks from termite mound clay soil (TMC). Four different mix ratios of B (TMC 70%+cement 30%+ CA 0.1); C (TMC 70%+cement 20%+ CC 10% + CA 0.1); D (TMC 70%+cement 10%+ CC 20% + CA 0.1) and E (TMC 70% + CC 30%+ CA 0.1) were produced, tested and the results compared with the control mix. Thermal conductivity, SEM, XRD and FTIR analyses were conducted to analyze the thermal, morphology and microstructural properties of the mixes. Initial rate of water absorption and water absorption after 2 and 24 h immersion showed that mixes B and C performed better than the rest with lower values that ranged from 12.5 to 33.3%. Dry shrinkage showed a progressive decrease as the CC content was increased from 10 to 20% in mixes C and D. Wet and dry compressive strengths had optimum performance at 4.33 and 17 MPa respectively for mixes with higher content of cement. The compressive strengths of mixes B, C, D and E fulfilled the minimum criteria of some building standards in some selected developing countries. SEM, XRD and FTIR analyses established that the use of varied CC content influenced the strength behaviour when added to cement and TMC. In conclusion the study has shown that incorporation of calcium carbide (10%), cement (20%) and a chemical additive (0.1) into termite mound clay soil would help in developing improved unfired clay bricks. (c) 2020 Elsevier Ltd. All rights reserved.
机译:本研究研究了来自白蚁土墩土壤(TMC)的化学混合物(CA)稳定的粘土砖的碳化物残留物(CC)的物理,机械,热和微观结构性能。 B的四种不同的混合比(TMC 70%+水泥30%+ Ca 0.1); C(TMC 70%+水泥20%+ CC 10%+ Ca 0.1);与对照混合物相比,制备,测试,测试,测试,试验,测试,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,试验,与对照混合物相比。进行导热系数,SEM,XRD和FTIR分析,以分析混合物的热,形态和微观结构性质。 2和24h浸渍后的吸水率和吸水率的初始速率显示,混合B和C比其余的耐受较低值的余量,范围为12.5至33.3%。干收缩显示,随着CC含量从混合C和D中的CC含量增加,随着CC和D的10%至20%,分别为4.33和17MPa的湿和干抗压强度分别为具有较高水泥含量的混合物的最佳性能。混合B,C,D和E的抗压强度达到了一些选定的发展中国家的一些建筑标准的最低标准。 SEM,XRD和FTIR分析确定了不同CC含量的使用在添加到水泥和TMC时影响强度行为。总之,该研究表明,将碳化物(10%),水泥(20%)和化学添加剂(0.1)掺入白头粘土土壤中将有助于开发改进的未充电的粘土砖。 (c)2020 elestvier有限公司保留所有权利。

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