Microfabric effects in frozen clays in relation to geotechnical parameters

Applied Clay Science

Volumn 21, Issue 1-2, 2002, Pages 77-87

  Hohmann Porebska, Maria ^a  

^a UNIVERSITY OF KARLSRUHE   (Germany)

Author keywords

Bentonite mixtures; Clayey soils; Fabric transformations; Permeability; Shear strength

Indexed keywords

AGGREGATES; CRYOGENICS; GEOTECHNICAL ENGINEERING; MICROSTRUCTURE; SCANNING ELECTRON MICROSCOPY; SHEAR STRENGTH; THAWING;

VOID CHANNEL FORMATION;

CLAY;

CLAY SOIL; FREEZE-THAW CYCLE; FROZEN GROUND; MICROSTRUCTURE; PERMEABILITY; SHEAR STRENGTH;

EID: 0036538037     PISSN: 01691317     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0169-1317(01)00094-1     Document Type: Article

References (19)

1. Water content effect of the thawing clay soils on shear strength
2. Shear strength of a soil after freezing and thawing
3. Effect of freeze-thaw cycles on the permeability and macrostructure of soils
4. Freeze-thaw effects on clay covers and liners
5. Mechanical characteristics of artificially frozen clays under triaxal stress condition
6. Frozen soil macro- and microstructure formation
7. Freezing effect on shear strength of clayey soils
8. Influence of freezing and thawing on the permeability of clay barriers
9. Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-grained soils
10. Cryogenical alterations of fabric and shear strength of clayey soils
11. Effect of freezing-thawing on the mechanical properties of soil
12. Computer controlled triaxial freeze-thaw-shear apparatus
13. Laboratory testing to evaluate changes in hydraulic conductivity of compacted clays caused by freeze-thaw: Statement of-the-art
14. Unfrozen water as a function of clay microstructure
15. Development of soil fabric by freeze/thaw cycles-Its effect on frost heave
16. Permeability changes in a fine-grained till due to freezing and thawing
17. Cryogenic alteration of frost susceptible soils
18. Alteration of soil behavior after cyclic freezing and thawing