Analyses of strength and deformation of an artificially frozen soil wall in underground engineering

Cold Regions Science and Technology

Volumn 34, Issue 1, 2002, Pages 11-17

  Ma, Wei ^a   Chang, Xiaoxiao ^a  

^a INSTITUTE OF GEOLOGY AND GEOPHYSICS   (China)

Author keywords

Failure strain; Frozen soil; Loading and unloading; Yield strength

Indexed keywords

COMPUTER SIMULATION; DEFORMATION; FAILURE ANALYSIS; FREEZING; SHEAR STRENGTH; STRENGTH OF MATERIALS; THERMAL EFFECTS; YIELD STRESS;

FROZEN SOIL WALLS;

SOIL MECHANICS;

FAILURE ANALYSIS; FOUNDATION; GROUND FREEZING; LOADING TEST; YIELD;

EID: 0036471546     PISSN: 0165232X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0165-232X(01)00042-8     Document Type: Article

References (14)

1. The mechanical behaviour of frozen earth materials under high-pressure triaxial test conditions
2. Mechanics of frozen soil for deep alluvium - A new field of frozen soil mechanics
3. Strength characteristics of frozen soil under loading and unloading
4. Deformation behaviour of frozen sand-ice material under triaxial compression
5. Depth consolidation of frozen soils in triaxial tests
6. Effect of consolidating process on stress-strain behaviour of artificially frozen soil
7. 0 consolidation in deep alluvium
8. Strength and yield criteria of frozen soil
9. Effect of confining pressure on strength behaviour of frozen soil
10. Analyses of process on the strength decrease in frozen soils under high confining pressure
11. Triaxial testing of frozen sand
12. Triaxial and creep tests on frozen ottawa sand