Study on the resistance to deformation of artificially frozen soil in deep alluvium

Cold Regions Science and Technology

Volumn 42, Issue 3, 2005, Pages 194-200

  Wang, Da Yan ^a   Ma, Wei ^a   Chang, Xiao Xiao ^a   Wang, Ai Guo ^a  

^a Chinese Academy of Sciences   (China)

Author keywords

Artificially frozen soils; K0 consolidation; Resistance to deformation; Secant Young's modulus; Stiffness

Indexed keywords

CONSOLIDATION; DEFORMATION; ELASTIC MODULI; PRESSURE; STIFFNESS; STRAIN; STRESSES; TEMPERATURE;

ARTIFICIALLY FROZEN SOILS; DEFORMATION RESISTANCE; SECANT YOUNG MODULUS;

FROZEN SOILS;

DEFORMATION; FROZEN GROUND; YOUNG MODULUS;

EID: 27644446945     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2005.01.006     Document Type: Article

References (17)

1. E. Chamberlain C. Groves J. Perham The mechanical behaviour of frozen earth materials under high pressure triaxial test conditions Geotechnique 22 3 1972 469-483
2. G. Cui Mechanics of frozen soil for deep alluvium - a new field of frozen soil mechanics Journal of Glaciology and Geocryology 20 2 1998 97-100 (in Chinese)
3. W. Huang Soil engineering property 1983 Water Conservancy and Hydraulic Electricity Press Beijing (In Chinese)
4. B. Ladanyi An engineering theory of creep of frozen soil Canadian Geotechnical Journal 9 1 1972 63-80
5. B. Ladanyi J. Sgaoula Sharp cone testing of creep properties of frozen sand Canadian Geotechnical Journal 29 1992 757-764
6. K. Li C. Wang X. Chen Deep consolidation of frozen soils in triaxial tests Journal of Glaciology and Geocryology 15 2 1993 322-324 (in Chinese)
7. W. Ma X. Chang Analyses of strength and deformation of an artificially frozen soil wall in underground engineering Cold Regions Science and Technology 34 1 2002 11-17
8. 0 consolidation in deep alluvium Annual Report of State Key Laboratory of Frozen Soil Engineering vol. 9 2000 Xinhua Press Gansu Province 135-142 (in Chinese)
9. W. Ma Z. Wu L. Zhang et al. Analyses of process on the strength decrease in frozen soils under high confining pressure Cold Regions Science and Technology 29 1 1999 1-7
10. W. Ma Z. Wu X. Chang Effect of consolidation process on stress-strain characters of frozen soils Rock and Soil Mechanics 21 3 2000 198-201 (in Chinese)
11. W. Ma X. Chang D. Wang Behaviours of strength and deformation of frozen soil wall in artificially freezing shaft Proceedings of 5th international symposium on permafrost engineering 2002 64-71 Yakutsk Russia
12. F.H. Sayles D.L. Carbee Strength of frozen silt as a function of ice content and dry unit weight Engineering Geology 18 1981 55-66
13. X. Sun X. Fang et al. Material mechanics 1994 Advanced Education Press Beijing 10-88 (in Chinese)
14. 0 consolidation Cold Regions Science and Technology 40 2004 19-29
15. Z. Wu W. Ma Strength and creep of frozen soil 1994 Lanzhou University press (In Chinese)
16. Y. Zheng Z. Shen X. Gong The principles of geotechnical plastic mechanics 2002 China Architecture and Building Press (In Chinese)
17. Y. Zhu D.L. Carbee Uniaxial compressive strength of frozen silt under constant deformation rates Cold Regions Science and Technology 9 1984 3-5