contributor author | Xiao Yang;Liu Hanlong;Nan Bowen;McCartney John S. | |
date accessioned | 2019-02-26T07:50:51Z | |
date available | 2019-02-26T07:50:51Z | |
date issued | 2018 | |
identifier other | %28ASCE%29GT.1943-5606.0001943.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4249802 | |
description abstract | Although thermal conductivity is a widely applied parameter in geotechnical engineering, the effect of soil gradation on the thermal conductivity is not well understood. Thermal needle tests were performed to analyze the influence of gradation on the thermal conductivity of carbonate sands. The thermal conductivity of carbonate sand specimens having different gradations prepared to three void ratios was observed to increase with uniformity coefficient or fractal dimension. Although an increase in void ratio leads to a decrease in thermal conductivity, the percent difference in thermal conductivity is independent of the initial void ratio. A maximum increase in thermal conductivity of 13.9% was observed for uniformity coefficients ranging from 2 to 2. Empirical equations using the uniformity coefficient are proposed to quantify the gradation-dependent thermal conductivity of carbonate sand for use in the design of insulating layers. | |
publisher | American Society of Civil Engineers | |
title | Gradation-Dependent Thermal Conductivity of Sands | |
type | Journal Paper | |
journal volume | 144 | |
journal issue | 9 | |
journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
identifier doi | 10.1061/(ASCE)GT.1943-5606.0001943 | |
page | 6018010 | |
tree | Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 009 | |
contenttype | Fulltext | |