Influence Of Cementitious Binder Content On Moisture Transport In Stabilised Earth Materials Analysed Using 1-dimensional Sharp Wet Front Theory

Matthew Hall; David Allinson

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Influence Of Cementitious Binder Content On Moisture Transport In Stabilised Earth Materials Analysed Using 1-dimensional Sharp Wet Front Theory

机译：用一维敏锐湿锋理论分析胶结粘结剂含量对稳定土中水分迁移的影响

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Experimental work was conducted to determine the influence of cementitious binder content on the moisture transport in partially-saturated stabilised earth materials. Data is presented for the influence of binder content on the initial rate of suction and the sorptivity. The partially-saturated sorption obeys the i/t~(0.5) linearity rule demonstrating dependence on the σ/η~(0.5) relationship. The transfer of moisture has been analysed and explained using 1-dimensional sharp wet front theory. The increased porosity, as a result of increasing binder content, gives significant increase in sorptivity.

机译：进行了实验工作，以确定胶结粘结剂含量对部分饱和的稳定土壤材料中水分传输的影响。给出了粘合剂含量对初始吸力和吸着率的影响的数据。部分饱和吸附遵循i / t〜（0.5）线性规则，表明依赖于σ/η〜（0.5）关系。水分的传递已经使用一维尖锐湿锋理论进行了分析和解释。由于增加的粘合剂含量而增加的孔隙率使吸水性大大提高。

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《Building and Environment》 |2009年第4期|p.688-693|共6页
作者
Matthew Hall; David Allinson;
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作者单位

Institute of Sustainable Energy Technology, School of the Built Environment, University of Nottingham, University Park, Nottingham NG7 2RD, UK;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
关键词
granular materials; stabilised earth; moisture sorptionv partially-saturated flow; sharp wet front model;

机译：粒状材料;稳定土;水分吸附;部分饱和流;锋利的湿锋模型;

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5. Influence of temperature and wind on moisture transport in cementitious materials. [D] . Zafar, Salman. 2003

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Influence Of Cementitious Binder Content On Moisture Transport In Stabilised Earth Materials Analysed Using 1-dimensional Sharp Wet Front Theory

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