ZHOU Jia-zuo, TAN Long, WEI Chang-fu, et al. Experimental research on freezing temperature and super-cooling temperature of soil[J]. 2015, 36(3): 777-785.
DOI:
ZHOU Jia-zuo, TAN Long, WEI Chang-fu, et al. Experimental research on freezing temperature and super-cooling temperature of soil[J]. 2015, 36(3): 777-785.DOI: 10.16285/j.rsm.2015.03.023.
Experimental research on freezing temperature and super-cooling temperature of soil
This paper ascertains the condition of super-cooling of soil with experiments under different freezing conditions. If the environmental temperature is higher than the lowest super-cooling temperature
the super-cooled state of the soil specimen is stable. If the environmental temperature is lower than the lowest super-cooling temperature
the boundary of the specimen shows super-cooled for a short time while the inside of soil specimen is not in super-cooled state. With lowering the temperature step by step
this paper measures the freezing temperatures and lowest super-cooling temperatures of the silty clay and fine sand with different water contents and the silty clay with different NaCl concentrations. The water content has little influence on the freezing temperature of soil when the water content is equal to or greater than the saturated water content. The freezing temperature of soil lowers with reducing the water content if the water content is less than the saturated water content. The lowest super-cooling temperatures for soils with different water contents are nearly the same. The freezing temperature lowers with increasing the NaCl concentration. The coefficient of freezing temperature lowering is very close to that of the ideal dilute solution. A parameter representing the free water content is given along with the use of the factors such as steady time
freezing temperature
environmental temperature or lowest super-cooling temperature.
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Development of mechanical experimental system for interface layer between frozen soil and structure and its application
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Correction-factor test method for nonlinear fracture toughness of frozen soil
Related Author
LI Yong-bo
ZHANG Hong-ru
QUAN Ke-jiang
MA Zhong-hua
KONG Ling-ming
LIANG Ke
PENG Li-yun
SUN Hou-chao
Related Institution
School of Civil Engineering, Beijing Jiaotong University
School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture
School of Civil Engineering, Nanjing Forestry University
College of Civil Engineering, Yancheng Institute of Technology
Key Laboratory of Safety and High-efficiency Coal Mining Constructed by Anhui Province and Ministry of Education, Anhui University of Science and Technology