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A calculation model for compressive strength of cleaner earth-based construction with a high-efficiency stabilizer and fly ash

机译:高效稳定剂和粉煤灰的清洁土基建筑抗压强度计算模型

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The earth-based construction with unique advantages of wide source of raw material, low energy consumption and carbon emission has attracted growing attention recently. This study employs a cement based high-efficiency stabilizer and fly ash to improve the mechanical properties of earth-based construction. And the influences of fly ash on compressive strength and key variables for strength development are studied by measuring the mechanical and physical properties. Total stabilizer content (C-T) which changes slightly with curing time and the calculation method of C-T values are put forward based on the pozzolanic and dispersing effects of fly ash in stabilized earth. An integrated parameter taking into account multiple variables, such as stabilizer and fly ash contents, curing time and physical indexes, is defined as the ratio of void ratio to total stabilizer content (e(t)/C-T), and the relationship of compressive strength to e(t)/C-T is analyzed by exponential and power functions. The after-curing physical indexes are dependent upon the initial ones, total stabilizer content and curing age. Subsequently, the calculation formulae for physical indexes are proposed through the multiple linear regression and power regression. Finally, the strength-calculation model with a deviation between calculated values and measured results of lower than 10% is developed to guide the design of earth-based construction admixed with the high efficiency stabilizer and fly ash. Embodied environmental impact evaluation indicates that the combination use of stabilizer and fly ash is a novel low-CO2 emission method for preparing cleaner earth-based construction. (C) 2018 Elsevier Ltd. All rights reserved.
机译:具有原料来源广泛,能耗低和碳排放量低等独特优势的土基建筑最近引起了越来越多的关注。这项研究采用了水泥基高效稳定剂和粉煤灰,以改善土基建筑的机械性能。通过测量机械和物理性能,研究了粉煤灰对抗压强度和强度发展关键变量的影响。根据粉煤灰在稳定土中的火山灰作用和分散作用,提出了随固化时间而略有变化的总稳定剂含量(C-T)和C-T值的计算方法。考虑到多个变量(例如稳定剂和粉煤灰的含量,固化时间和物理指标)的综合参数定义为空隙率与稳定剂总含量的比值(e(t)/ CT)以及抗压强度的关系e(t)/ CT的指数通过幂和幂函数进行分析。固化后的物理指标取决于初始指标,总稳定剂含量和固化年龄。随后,通过多元线性回归和幂回归,提出了物理指标的计算公式。最后,建立了强度计算模型,计算值与测量结果之间的偏差小于10%,以指导掺有高效稳定剂和粉煤灰的土基建筑的设计。有经验的环境影响评估表明,稳定剂和粉煤灰的组合使用是制备清洁的土基建筑的一种新型的低二氧化碳排放方法。 (C)2018 Elsevier Ltd.保留所有权利。

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