Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost Regions

Soil thermal conductivity is a dominant parameter of an unsteady heat-transfer process, which further influences the stability and sustainability of engineering applications in permafrost regions. In this work, a laboratory test for massive specimens is performed to reveal the distribution character...

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Main Authors: Fu-Qing Cui, Zhi-Yun Liu, Jian-Bing Chen, Yuan-Hong Dong, Long Jin, Hui Peng
Format: Article
Language:English
Published: MDPI AG 2020-04-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/7/2476
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spelling doaj-2deff3c6457d4d0e94148bbe637c09dd2020-11-25T02:33:48ZengMDPI AGApplied Sciences2076-34172020-04-01102476247610.3390/app10072476Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost RegionsFu-Qing Cui0Zhi-Yun Liu1Jian-Bing Chen2Yuan-Hong Dong3Long Jin4Hui Peng5College of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, ChinaCollege of Geology Engineering and Geomatics, Chang’an University, Xi’an 710054, ChinaState Key Laboratory of Road Engineering Safety and Health in Cold and High-Altitude Regions, CCCC First Highway Consultants Co. Ltd., Xi’an 710065, ChinaState Key Laboratory of Road Engineering Safety and Health in Cold and High-Altitude Regions, CCCC First Highway Consultants Co. Ltd., Xi’an 710065, ChinaState Key Laboratory of Road Engineering Safety and Health in Cold and High-Altitude Regions, CCCC First Highway Consultants Co. Ltd., Xi’an 710065, ChinaState Key Laboratory of Road Engineering Safety and Health in Cold and High-Altitude Regions, CCCC First Highway Consultants Co. Ltd., Xi’an 710065, ChinaSoil thermal conductivity is a dominant parameter of an unsteady heat-transfer process, which further influences the stability and sustainability of engineering applications in permafrost regions. In this work, a laboratory test for massive specimens is performed to reveal the distribution characteristics and the parameter-influencing mechanisms of soil thermal conductivity along the Qinghai–Tibet Engineering Corridor (QTEC). Based on the measurement data of 638 unfrozen and 860 frozen soil specimens, binary fitting, radial basis function (RBF) neural network and ternary fitting (for frozen soils) prediction models of soil thermal conductivity have been developed and compared. The results demonstrate that, (1) particle size and intrinsic heat-conducting capacity of the soil skeleton have a significant influence on the soil thermal conductivity, and the typical specimens in the QTEC can be classified as three clusters according to their thermal conductivity probability distribution and water-holding capacity; (2) dry density as well as water content sometimes does not have a strong positive correlation with thermal conductivity of natural soil samples, especially for multiple soil types and complex compositions; (3) both the RBF neural network method and ternary fitting method have favorable prediction accuracy and a wide application range. The maximum determination coefficient (<i>R</i><sup>2</sup>) and quantitative proportion of relative error within ±10% (<inline-formula> <math display="inline"> <semantics> <mrow> <msub> <mi>P</mi> <mrow> <mo>±</mo> <mn>10</mn> <mo>%</mo> </mrow> </msub> </mrow> </semantics> </math> </inline-formula>) of each prediction model reaches up to 0.82, 0.88, 81.4% and 74.5%, respectively. Furthermore, because the ternary fitting method can only be used for frozen soils, the RBF neural network method is considered the optimal approach among all three prediction methods. This study can contribute to the construction and maintenance of engineering applications in permafrost regions.https://www.mdpi.com/2076-3417/10/7/2476soil thermal conductivitywater holding capacityRBF neural networkternary fitting methodQinghai-Tibet Engineering Corridor
collection DOAJ
language English
format Article
sources DOAJ
author Fu-Qing Cui
Zhi-Yun Liu
Jian-Bing Chen
Yuan-Hong Dong
Long Jin
Hui Peng
spellingShingle Fu-Qing Cui
Zhi-Yun Liu
Jian-Bing Chen
Yuan-Hong Dong
Long Jin
Hui Peng
Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost Regions
Applied Sciences
soil thermal conductivity
water holding capacity
RBF neural network
ternary fitting method
Qinghai-Tibet Engineering Corridor
author_facet Fu-Qing Cui
Zhi-Yun Liu
Jian-Bing Chen
Yuan-Hong Dong
Long Jin
Hui Peng
author_sort Fu-Qing Cui
title Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost Regions
title_short Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost Regions
title_full Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost Regions
title_fullStr Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost Regions
title_full_unstemmed Experimental Test and Prediction Model of Soil Thermal Conductivity in Permafrost Regions
title_sort experimental test and prediction model of soil thermal conductivity in permafrost regions
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-04-01
description Soil thermal conductivity is a dominant parameter of an unsteady heat-transfer process, which further influences the stability and sustainability of engineering applications in permafrost regions. In this work, a laboratory test for massive specimens is performed to reveal the distribution characteristics and the parameter-influencing mechanisms of soil thermal conductivity along the Qinghai–Tibet Engineering Corridor (QTEC). Based on the measurement data of 638 unfrozen and 860 frozen soil specimens, binary fitting, radial basis function (RBF) neural network and ternary fitting (for frozen soils) prediction models of soil thermal conductivity have been developed and compared. The results demonstrate that, (1) particle size and intrinsic heat-conducting capacity of the soil skeleton have a significant influence on the soil thermal conductivity, and the typical specimens in the QTEC can be classified as three clusters according to their thermal conductivity probability distribution and water-holding capacity; (2) dry density as well as water content sometimes does not have a strong positive correlation with thermal conductivity of natural soil samples, especially for multiple soil types and complex compositions; (3) both the RBF neural network method and ternary fitting method have favorable prediction accuracy and a wide application range. The maximum determination coefficient (<i>R</i><sup>2</sup>) and quantitative proportion of relative error within ±10% (<inline-formula> <math display="inline"> <semantics> <mrow> <msub> <mi>P</mi> <mrow> <mo>±</mo> <mn>10</mn> <mo>%</mo> </mrow> </msub> </mrow> </semantics> </math> </inline-formula>) of each prediction model reaches up to 0.82, 0.88, 81.4% and 74.5%, respectively. Furthermore, because the ternary fitting method can only be used for frozen soils, the RBF neural network method is considered the optimal approach among all three prediction methods. This study can contribute to the construction and maintenance of engineering applications in permafrost regions.
topic soil thermal conductivity
water holding capacity
RBF neural network
ternary fitting method
Qinghai-Tibet Engineering Corridor
url https://www.mdpi.com/2076-3417/10/7/2476
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