Evolutions of the unfrozen water content of saturated sandstones during freezing process and the freeze-induced damage characteristics

L Weng, Z Wu, Q Liu, Z Chu, S Zhang - International Journal of Rock …, 2021 - Elsevier
The precise determination of unfrozen water content is of great significance to understand
the freezing process of pore water and reveal the freeze-induced damage mechanism for …

A novel low-temperature thermo-mechanical coupling model for frost cracking simulation using the finite-discrete element method

L Sun, Q Liu, S Tao, G Grasselli - Computers and Geotechnics, 2022 - Elsevier
Frost cracking is widely prevalent in cold areas and is typically associated with the
deterioration of rock masses. A better understanding of the frost cracking mechanism and …

[HTML][HTML] Assessing frost susceptibility of soils using PCHeave

D Sheng, S Zhang, Z Yu, J Zhang - Cold Regions Science and Technology, 2013 - Elsevier
This paper first presents a simple frost heave model. Frost heave is assumed to be caused
by the formation of ice lenses in a freezing soil. The formation of ice lenses is governed by …

A fully coupled thermo-hydro-mechanical model including the determination of coupling parameters for freezing rock

S Huang, Q Liu, A Cheng, Y Liu, G Liu - International Journal of Rock …, 2018 - Elsevier
The freeze-thaw damage of rock is mainly induced by cycling loading of pore ice pressure
and thermal stress under coupled thermo-hydro-mechanical (THM) condition at low …

A resistivity model for testing unfrozen water content of frozen soil

L Tang, K Wang, L Jin, G Yang, H Jia… - Cold Regions Science and …, 2018 - Elsevier
Testing the unfrozen water content (θ u) based on frozen soil resistivity (ρ) is considered to
be a common and convenient method. However, the reliability of the theoretical model for …

Freezing strain model for estimating the unfrozen water content of saturated rock under low temperature

S Huang, Q Liu, Y Liu, Z Ye, A Cheng - International Journal of …, 2018 - ascelibrary.org
The freeze-thaw damage of rock is mainly induced by the 9% volumetric expansion of frozen
water. It has already been demonstrated that unfrozen water exists in porous material at the …

Effects of water content and salt content on electrical resistivity of loess

Z Duan, X Yan, Q Sun, X Tan, C Dong - Environmental Earth Sciences, 2021 - Springer
As a special soil widely existing in world, loess engineering properties are often disturbed by
water and salt. Hence, the influence of water content and salt content on the conductivity …

A method for calculating unfrozen water content of silty clay with consideration of freezing point

M Chai, J Zhang, H Zhang, Y Mu, G Sun, Z Yin - Applied Clay Science, 2018 - Elsevier
A physical calculation model for the content of unfrozen water of silty clay was proposed with
a consideration of freezing point. The freezing point of bulk water, capillary water and bound …

Freezing point and unfrozen water contents of permafrost soils: Estimation by the water potential method

EM Chuvilin, BA Bukhanov, AZ Mukhametdinova… - Cold regions science …, 2022 - Elsevier
The freezing point and unfrozen pore water content are important parameters of frozen soils
monitored for various geotechnical and permafrost engineering purposes. The current paper …

[PDF][PDF] 土体冻胀敏感性评价

盛岱超, 张升, 贺佐跃 - 岩石力学与工程学报, 2014 - researchgate.net
假定冻胀是由冻土内冰透镜体的生长引起的; 冰透镜体的生长由热力学Clapeyron 方程控制,
并且依赖于已冻结区与未冻结区之间冻结缘是否存在. 未冻水和冰共存于冻结缘的孔隙中; …