›› 2006, Vol. 27 ›› Issue (S1): 203-206.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Analysis of frozen heave deformation in process of frozen soil

YU Ji-ning, TAN Feng-yi, FU Wei   

  1. Key Laboratory of Rock and Soil Mechanics, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2006-04-01 Published:2006-12-15

Abstract: Based on the cause of formation of frozen heave, control equation of stress field and thermal regime is established for the frozen soil. Then, by using solid phase increment theory and thermoelasticity theory, authors attain the frozen-heave force in the frozen soil, with the consideration of the interference between stress field and thermal regime. Furthermore, phase change temperature is considered as a supplementary condition of formation for ice lens. At last, a theoretical calculation method of frozen-heave is proposed; it can exactly describe the process of frozen-heave in frozen soil, with the consideration of difference between in-situ heave and segregated ice heave.

Key words: frozen soil, frozen-heave deformation, frozen-heave stress

CLC Number: 

  • TU 441
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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