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Author:

Zhang, Ji-Wen (Zhang, Ji-Wen.) | Mu, Qing-Yi (Mu, Qing-Yi.) | Liao, Hong-Jian (Liao, Hong-Jian.) | Liu, Fen-Liang (Liu, Fen-Liang.)

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Abstract:

Soil freezing characteristic curve (SFCC) defines the relationship between temperature and unfrozen water content. SFCC plays an important role in estimating strength and deformation behavior of frozen soil as well as heat-water transfer in frozen soil. In this work, a new model for SFCC is proposed by explicitly considering capillarity and adsorption. The freezing of pore water is assumed to be dominated by capillarity (i.e., 0~-2) and adsorption (i.e., © 2020, Science Press. All right reserved.

Keyword:

Adsorption Capillarity Freezing Frozen soils Soil mechanics Specific surface area

Author Community:

  • [ 1 ] [Zhang, Ji-Wen]Department of Civil Engineering, Xi'an Jiaotong University, Xi'an; 710049, China
  • [ 2 ] [Zhang, Ji-Wen]China Jikan Research Institute of Engineering Investigations and Design, Co. Ltd., Xi'an; 710043, China
  • [ 3 ] [Zhang, Ji-Wen]Shaanxi Key Laboratory for the Property and Treatment of Special Soil and Rock, Xi'an; 710043, China
  • [ 4 ] [Mu, Qing-Yi]Department of Civil Engineering, Xi'an Jiaotong University, Xi'an; 710049, China
  • [ 5 ] [Liao, Hong-Jian]Department of Civil Engineering, Xi'an Jiaotong University, Xi'an; 710049, China
  • [ 6 ] [Liu, Fen-Liang]Department of Civil Engineering, Xi'an Jiaotong University, Xi'an; 710049, China

Reprint Author's Address:

  • [Mu, Qing-Yi]Department of Civil Engineering, Xi'an Jiaotong University, Xi'an; 710049, China;;

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Source :

Rock and Soil Mechanics

ISSN: 1000-7598

Year: 2020

Issue: 9

Volume: 41

Page: 2913-2921

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 8

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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