Experimental Study on the Thermophysical Parameters of Cohesive Soil by the Transient Method

Dong Zhou, Chen-hui Liu, Long-shan Xiao, Jia-min Mai
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引用次数: 1

Abstract

Thermophysical parameters of cohesive soil are important properties in the design of the ground source heat pump system and the ventilation system of subway. In this paper, the more precise measurements are taken to study the thermophysical parameters of cohesive soil based on the transient heat flow probe method by KD2 pro. The results show that the thermal conductivity and capacity increase obviously as water content enhances. The higher the temperature, the higher the thermal conductivity. So the temperature effect of thermal conductivity should be taken into consideration under some certain temperatures. The modification of Johansen's equations indicates the good applicability for the same type of cohesive soil, which can be used for predicting the thermal conductivity of cohesive soil with different water content and dry densities.
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粘性土的热物性参数是地源热泵系统和地铁通风系统设计中的重要参数。本文基于KD2 pro的瞬态热流探针法,对粘性土的热物性参数进行了较为精确的测量研究。结果表明,随着含水量的增加,导热系数和热容明显增大。温度越高,导热系数越高。因此,在一定温度下,应考虑导热系数的温度效应。修正后的Johansen方程对同一类型粘性土具有较好的适用性,可用于预测不同含水量和干密度粘性土的导热系数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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