Freeze-thaw effects on boston blue clay

Geotechnical Special Publication

Volumn , Issue 81, 1998, Pages 161-176

  Swan, Christopher ^a   Greene, Christopher ^a  

^a Tufts University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONSOLIDATION; FREEZING; FROZEN SOILS; SHEAR STRENGTH; THAWING; THERMAL EFFECTS;

BOSTON BLUE CLAY; ENGINEERING PROPERTIES;

CLAY;

EID: 0031635304     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (6)

1. Angelo, W. J. (1997) "Frozen Soil May Provide Solid Venue for Huge Jacked Tunnel" ENR, v. 238, April 7,1997, p. 12.
2. ASTM (1995), Standard Test Method for Soils and Rock, ASTM Designation: D 4318, Annual Book of ASTM Standards, Vol. 4.08, Philadelphia, 560p.
3. Broms, B.B. and L.Y.C. Yao (1964) "Shear Strength of a Soil After Freezing and Thawing", Journal of Soil Mechanics and Foundation Division, ASCE, Vol. 90, No. SM4,pp. 1-25.
4. Casagrande, A. (1932) "The Structure of Clay and Its Importance in Foundation Engineering", Contributions to Soil Mechanics. BSCE 1925-1940, pp. 70-112.
5. Swan, C. (1996), "Behavior of a Sand in Frozen and Unfrozen States", Proceedings of the Eighth International Conference on Cold Regions Engineering, ASCE Technical Committee on Cold Regions Engineering, ed. Robert Carlson, pp. 483-493.
6. Wood, J.L. (1976), "Influence of Repetitious Freeze-Thaw on Shear Strength of Leda (Messena) Clay", Ph.D. Dissertation, Clarkson College of Technology, May, 1976, 152p.