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温控高压实膨润土-砂混合物微观结构特征 被引量:4

Micro-Structural Characteristic of Highly Compacted Sand-Bentonite Mixtures at Different Temperatures
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摘要 针对两种温度下不同位置处的恒体积渗透土样,利用压汞法研究了膨润土-砂混合物微观结构随温度和吸力的变化规律.结果表明:混合物微观结构呈现明显的双峰结构,水化和温度改变均会对其微观结构产生影响.随着吸力的降低集合体间孔隙量有减小的趋势,而集合体内孔隙量变化有限,使得样品的平均孔径逐渐减小.温度升高使得水化对土样微观结构的影响加剧. Aimed to the permeated samplesof different positions at two temperatures and confined condi- tion, the microstructural changes with suctions and temperatures of sand - bentonite mixtures were studiedusing MIP method. Results indicate that the mien)structure of mixtures show the bio -modal structure. And the micro- structure is affected by suction and temperature change. As suction decreasing, the volume of marco - pore de- creases, while that of micro - pore increases limitedly. Therefor the mean pore size of samples gradually decrea- ses. Increased temperature enhances the effect of wetting on microstructure change.
出处 《佳木斯大学学报(自然科学版)》 CAS 2013年第3期321-324,共4页 Journal of Jiamusi University:Natural Science Edition
基金 国家自然科学基金项目(41030748 40802069) 长江学者和创新团队发展计划资助(IRT1029) 国防科工局项目[2011]1051
关键词 膨润土-砂混合物 温度 恒体积 MIP 微观结构 sand-bentonite mixture temperature confined condition MIP microstructure
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