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