Comparison of the hydraulic conductivity between saturated frozen and unsaturated unfrozen soils. (February 2021)
- Record Type:
- Journal Article
- Title:
- Comparison of the hydraulic conductivity between saturated frozen and unsaturated unfrozen soils. (February 2021)
- Main Title:
- Comparison of the hydraulic conductivity between saturated frozen and unsaturated unfrozen soils
- Authors:
- Chen, Lei
Ming, Feng
Zhang, Xiyan
Wei, Xiaobin
Liu, Yuhang - Abstract:
- Highlights: The water flow rate of warm frozen soil can be accurately measured by the pore water position. The saturated frozen soil and unsaturated unfrozen soil with the same liquid water content have the same hydraulic conductivity. The hydraulic conductivity model for unsaturated unfrozen soil can be used to predict the hydraulic conductivity of saturated frozen soil. The hydraulic conductivity model calculated directly through SWCC was recommended to predict the hydraulic conductivity. Abstract: Knowledge of the hydraulic conductivity of warm frozen soil is crucial for accurately calculating the deformation of buildings built in permafrost, and the objective of this study is to provide an experimental and theoretical method for obtaining the hydraulic conductivity of warm saturated frozen soil. The permeability experiments were carried out on warm frozen soil in the low temperature rock triaxial testing system, which provides a precise measurement of the water flow rate through the warm frozen soil. Repeated experiments were conducted to verify the validity of the experimental results. Subsequently, based on the experimental results and given the shortcomings of the ice impedance model, the equivalent model was proposed to predict the hydraulic conductivity of saturated frozen soil. The model suggested that saturated frozen soil and unsaturated unfrozen soil with the same liquid water content have the same hydraulic conductivity. To illustrate the validity of the model,Highlights: The water flow rate of warm frozen soil can be accurately measured by the pore water position. The saturated frozen soil and unsaturated unfrozen soil with the same liquid water content have the same hydraulic conductivity. The hydraulic conductivity model for unsaturated unfrozen soil can be used to predict the hydraulic conductivity of saturated frozen soil. The hydraulic conductivity model calculated directly through SWCC was recommended to predict the hydraulic conductivity. Abstract: Knowledge of the hydraulic conductivity of warm frozen soil is crucial for accurately calculating the deformation of buildings built in permafrost, and the objective of this study is to provide an experimental and theoretical method for obtaining the hydraulic conductivity of warm saturated frozen soil. The permeability experiments were carried out on warm frozen soil in the low temperature rock triaxial testing system, which provides a precise measurement of the water flow rate through the warm frozen soil. Repeated experiments were conducted to verify the validity of the experimental results. Subsequently, based on the experimental results and given the shortcomings of the ice impedance model, the equivalent model was proposed to predict the hydraulic conductivity of saturated frozen soil. The model suggested that saturated frozen soil and unsaturated unfrozen soil with the same liquid water content have the same hydraulic conductivity. To illustrate the validity of the model, the predictions of seven hydraulic conductivity models for unsaturated unfrozen soil were compared with the measured hydraulic conductivity of saturated frozen soil. The results show that the predictions are close to the measured data, which shows the validity of the model. Thus, the hydraulic conductivity of saturated frozen soil can be directly predicted by the hydraulic conductivity model for unsaturated unfrozen soil. The results provide a new method for obtaining the hydraulic conductivity of saturated frozen soil, which can provide a reference for the design and construction of buildings built in permafrost. … (more)
- Is Part Of:
- International journal of heat and mass transfer. Volume 165:Part B(2021)
- Journal:
- International journal of heat and mass transfer
- Issue:
- Volume 165:Part B(2021)
- Issue Display:
- Volume 165, Issue 2 (2021)
- Year:
- 2021
- Volume:
- 165
- Issue:
- 2
- Issue Sort Value:
- 2021-0165-0002-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-02
- Subjects:
- Warm saturated frozen soil -- Unsaturated unfrozen soil -- Hydraulic conductivity -- Soil water characteristic curve
Heat -- Transmission -- Periodicals
Mass transfer -- Periodicals
Chaleur -- Transmission -- Périodiques
Transfert de masse -- Périodiques
Electronic journals
621.4022 - Journal URLs:
- http://www.sciencedirect.com/science/journal/00179310 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.ijheatmasstransfer.2020.120718 ↗
- Languages:
- English
- ISSNs:
- 0017-9310
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 4542.280000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 14999.xml