Experimental study on the unconfined compression of a thawing soil

Cold Regions Science and Technology

Volumn 58, Issue 1-2, 2009, Pages 92-96

  Liu, Jian kun ^a   Peng, Li yun ^a  

^a BEIJING JIAOTONG UNIVERSITY   (China)

Author keywords

Strength; Stress strain relation; Thawing soil; Unconfined compression

Indexed keywords

COOLING TEMPERATURE; EMPIRICAL MODEL; ENGINEERING DESIGN; EXPERIMENTAL STUDIES; MOISTURE CONTENTS; OPTIMUM WATER CONTENT; POLYNOMIAL EXPRESSION; STRENGTH; STRESS-STRAIN RELATION; TEMPERATURE-CONTROLLED SYSTEM; THAWING SOIL; THAWING TEMPERATURE; TRIAXIAL APPARATUS; UNCONFINED COMPRESSION; UNCONFINED COMPRESSION TESTS;

CEMENTS; COMPRESSION TESTING; CONCRETES; COOLING; GEOLOGIC MODELS; PILE FOUNDATIONS; QUALITY ASSURANCE; SAFETY ENGINEERING; SOILS; THAWING; WATER ANALYSIS;

WATER CONTENT;

COMPRESSION; COMPRESSIVE STRENGTH; COOLING; MOISTURE CONTENT; SOIL MECHANICS; STRESS-STRAIN RELATIONSHIP; THAWING; TRIAXIAL TEST;

EID: 67349260489     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coldregions.2009.03.008     Document Type: Article

References (5)

1. Bragg R.A., and Andersland O.B. Strain rate, temperature and sample size effects on compression and tensile properties of frozen sand. Proceeding of 2nd Int. Symp, on Ground Freezing, Trondheim, Norway (1980) 34-47
2. Haynes F.D., Karalius J.A., and Karafut J. Strain rate effect on the strength of frozen silt. USA cold regions research and engineering laboratory. Research Report 350 (1975) 27
3. Tsytovich N.A. The Mechanics of Frozen Ground (1975), Mc Graw-Hill 426
4. Zhu, Yuanlin, Carbee, D.L. Creep and Strength Behavior of Frozen Silt in Uniaxial Compression. U.S.A.CRREL Report. 1987:87-100.
5. Zhu Y., Zhang J., et al. Constitutive relations of frozen soil in uniaxial compression. Proceedings of 6th International Symposium on Ground Freezing (1991) 211-216 Balkema, Rotterdam. Beijing