Experimental research on strength of warm and ice-rich frozen clays

Yantu Lixue/Rock and Soil Mechanics

Volumn 29, Issue 9, 2008, Pages 2498-2502

  Ma, Xiao Jie ^a,b   Zhang, Jian Ming ^a   Chang, Xiao Xiao ^a   Zheng, Bo ^a   Zhang, Ming Yi ^a  

^a Chinese Academy of Sciences   (China)

^b ZHEJIANG COLLEGE OF CONSTRUCTION   (China)

Author keywords

Compressive strength; Failure type; Stress strain relation; Warm and ice rich frozen soil

Indexed keywords

ABS RESINS; CLAY MINERALS; COMPRESSIVE STRENGTH; FROZEN SOILS; ICE; SOILS; STRENGTH OF MATERIALS; STRESS-STRAIN CURVES;

EXPERIMENTAL RESEARCHES; FAILURE TYPE; FROZEN CLAYS; SAMPLE FAILURES; STRESS-STRAIN; STRESS-STRAIN RELATION; TEST RESULTS; UNIAXIAL COMPRESSIVE STRENGTHS; WARM AND ICE-RICH FROZEN SOIL;

WATER CONTENT;

EID: 54549104706     PISSN: 10007598     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

1. VIALOV S S. Theological properties and bearing capacity of frozen soils [J]. USA Snow, Ice and Permafrost Research Establishment, 1959, 74: 48-56.
2. LADANYI B. Mechanical behavior of frozen soils [C] // Proceedings of International Symposium on the Mechanical Behavior of Structured Media. NewYork: Elsvier, 1981: 205-245.
3. ZHU YUAN-lin, CARBEE D L. Uniaxial compressive strength of frozen silt under constant deformation rates [J]. Cold Regions Science and Technology, 1984, 9 (1): 3-15.
4. ZHU Yuan-lin. Uniaxial compressive strength of frozen silt under constant deformation rates [J]. Journal of Glaciology and Geocryology, 1986, 8 (4): 365-380.
5. ZHU YUANLIN, CARBEE D L. Creep and strength behavior of frozen silt in uniaxial compression [J]. USA CRREL Report, 1987, 87 (10): 43-46.
6. ZHU YUANLIN, ZHANG JIAYI, SHEN ZHONGYAN. Uniaxial compressive strength of frozen medium sand under constant deformation [C] // 5th International Symposium Symp on Ground Freezing. Rotterdam: Balkema A A, 1988. 225-232.
7. ZHANG Jun-bing, LI Hai-peng, LIN Chuan-nian, et al. Compressive strength of saturated frozen silt under constant strain rate [J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22 (Supp. 2): 2865-2870.
8. LI Hai-peng, LIN Chuan-nian, ZHANG Jun-bing, et al. Uniaxial compressive strength of saturated frozen clay at constant strain rate [J]. Chinese Journal of Geotechnical Engineering, 2004, 26 (1): 105-109.
9. LI Hong-sheng, LANG Hai-tian, CHANG Cheng, et al. The strain rate sensitivity analysis of compression strength of frozen soil [J]. Journal of Glaciology and Geocryology, 1995, 17 (1): 40-47.
10. CHENG Guo-dong. Construction of Qinghai-Tibet Railway with cooled roadbed [J]. China Railway Science, 2003, 24 (3): 1-4.
11. CHENG Guo-dong. Research of engineering geology of the roadbed in permafrost regions of Qinghai-Tibet Plateau [J]. Quaternary Sciences, 2003, 23 (2): 134-141.