메뉴 건너뛰기




Volumn 29, Issue 1, 1999, Pages 1-7

Analyses of process on the strength decrease in frozen soils under high confining pressures

Author keywords

Frozen soils; High confining pressure; Strength decrease

Indexed keywords

CLAY; CRACK PROPAGATION; HIGH PRESSURE EFFECTS; MICROCRACKS; PARTICLE SIZE ANALYSIS; SAND; SHEAR STRENGTH; SOIL TESTING;

EID: 0032870093     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0165-232X(98)00020-2     Document Type: Article
Times cited : (121)

References (10)
  • 2
    • 0000200755 scopus 로고
    • The mechanical behaviour of frozen earth materials under high pressure triaxial test conditions
    • Chamberlain E., Groves C., Perham J. The mechanical behaviour of frozen earth materials under high pressure triaxial test conditions. Geotechnique. 22(3):1972;469-483.
    • (1972) Geotechnique , vol.22 , Issue.3 , pp. 469-483
    • Chamberlain, E.1    Groves, C.2    Perham, J.3
  • 3
    • 0007627371 scopus 로고
    • Strength of frozen soil under a combined stress state
    • Fish A.M. Strength of frozen soil under a combined stress state. Proc. of 6th Int. Symp. on Ground Freezing. 1:1991;135-145.
    • (1991) Proc. of 6th Int. Symp. on Ground Freezing , vol.1 , pp. 135-145
    • Fish, A.M.1
  • 4
    • 0020906703 scopus 로고
    • Deformation behaviours of frozen sand-ice materials under triaxial compression
    • Jones, S.J., Parameswaran, V.R., 1983. Deformation behaviours of frozen sand-ice materials under triaxial compression. Proc. of 4th Int. Conf. on Permafrost, pp. 560-565.
    • (1983) Proc. of 4th Int. Conf. on Permafrost , pp. 560-565
    • Jones, S.J.1    Parameswaran, V.R.2
  • 6
    • 0008489679 scopus 로고
    • Effect of confining pressure on strength behaviour of frozen soil
    • (in Chinese)
    • Ma W., Wu Z., Sheng Y. Effect of confining pressure on strength behaviour of frozen soil. Chinese Journal of Geotechnical Engineering. 17(5):1995;7-11. (in Chinese).
    • (1995) Chinese Journal of Geotechnical Engineering , vol.17 , Issue.5 , pp. 7-11
    • Ma, W.1    Wu, Z.2    Sheng, Y.3
  • 7
    • 0344754701 scopus 로고    scopus 로고
    • Strength characteristics of frozen sandy soil under high confining pressure
    • (in Chinese)
    • Ma W., Wu Z., Chang X., Sheng Y. Strength characteristics of frozen sandy soil under high confining pressure. Journal of Glaciology and Geocryology. 18(3):1996;268-272. (in Chinese).
    • (1996) Journal of Glaciology and Geocryology , vol.18 , Issue.3 , pp. 268-272
    • Ma, W.1    Wu, Z.2    Chang, X.3    Sheng, Y.4
  • 8
    • 85069141362 scopus 로고    scopus 로고
    • Monitoring the change of structure in frozen soil during the triaxial creep process by CT
    • Canada
    • Ma, W., Wu, Z., et al., 1998. Monitoring the change of structure in frozen soil during the triaxial creep process by CT. 7th International Conference on Permafrost, Canada.
    • (1998) 7th International Conference on Permafrost
    • Ma, W.1    Wu, Z.2
  • 9
    • 0019384614 scopus 로고
    • Triaxial testing of frozen sand
    • Parameswaran V.R., Jones S.J. Triaxial testing of frozen sand. J. Glaciology. 7(95):1981;147-155.
    • (1981) J. Glaciology , vol.7 , Issue.95 , pp. 147-155
    • Parameswaran, V.R.1    Jones, S.J.2
  • 10


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.