温度途径对未冻结水和冻结土壤热参数的影响

IF 0.8 4区 工程技术 Q4 ENGINEERING, GEOLOGICAL
Zhixiang Chen, Jielong Rao, Yong Wan
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引用次数: 0

摘要

为减少冻融循环引起的未冻结含水量和热参数变化对温度场预测的影响,在冻融过程中测量了未冻结砂土和粘土的含水量。采用质量加权平均法、等效潜热法和几何平均法分别计算了冻土的比热容、表观比热容和导热系数。在此基础上,分析了未冻结含水量的滞后行为以及冻土热参数随温度和温度途径的变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Effect of Temperature Pathways on Unfrozen Water and Thermal Parameters of Frozen Soils

To reduce the influence of unfrozen water content and thermal parameter variations caused by freeze–thaw cycles on temperature field predictions, the water content of unfrozen sand and clay was measured during freeze and thaw. The specific heat capacity, apparent specific heat capacity, and thermal conductivity of frozen soil were calculated using the mass-weighted average, equivalent latent heat, and geometric average methods, respectively. On this basis, the hysteresis behaviors of unfrozen water content and the variations of thermal parameters of frozen soil with temperature and temperature pathways were analyzed.

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来源期刊
CiteScore
1.50
自引率
12.50%
发文量
65
审稿时长
6 months
期刊介绍: Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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