Effects of freeze–thaw and softening on a natural clay at low stresses

Weathering processes such as softening and freeze–thaw cycling affect the properties of clays. Care must therefore be taken when selecting strength and compressibility parameters for analysis of natural slopes, compacted clay embankments, and trench excavations in which significant proportions of the cross section can be affected by climatic weathering.Samples of plastic Lake Agassiz clay from Winnipeg were consolidated anisotropically in the laboratory to axial stresses less than or equal to the in situ effective overburden pressure. They were therefore all overconsolidated with respect to the field preconsolidation pressure. The samples were then loaded under drained or undrained conditions along steeply rising stress paths in p′, q stress space. One group of samples was tested immediately to identify the "undisturbed" behavior, a second group was subjected to freeze–thaw cycles, and a third group allowed to swell freely before testing.The freeze–thaw cycling produced increased compressibility and pore-...

[1]  P. G. S. Trainor,et al.  Curve-fitting and laboratory data , 1982 .

[2]  J. J. Hamilton EFFECTS OF ENVIRONMENT ON THE PERFORMANCE OF SHALLOW FOUNDATIONS , 1969 .

[3]  P. J. Rivard,et al.  Shear strength of soft fissured clays , 1978 .

[4]  J. Graham,et al.  Yielding and rupture in a lacustrine clay , 1980 .

[5]  A. M. Radwan,et al.  Recording and interpreting soil macrofabric data , 1980 .

[6]  Robert M. Quigley,et al.  Geology, mineralogy, and geochemistry of Canadian soft soils: a geotechnical perspective , 1980 .

[7]  L. Bjerrum ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS , 1967 .

[8]  D. J. Henkel The Effect of Overconsolidation on the Behaviour of Clays During Shear , 1956 .

[9]  J. R. Mackay Reticulate Ice Veins in Permafrost, Northern Canada , 1974 .

[10]  Serge Leroueil,et al.  The use of strain energy as a yield and creep criterion for lightly overconsolidated clays , 1979 .

[11]  R. J. Mitchell On the yielding and mechanical strength of Leda clays , 1970 .

[12]  James Graham,et al.  Yield states and stress–strain relationships in a natural plastic clay , 1983 .

[13]  Anthony J. Gow,et al.  Effect of Freezing and Thawing on the Permeability and Structure of Soils , 1979 .

[14]  Guy Lefebvre,et al.  Fourth Canadian Geotechnical Colloquium: Strength and slope stability in Canadian soft clay deposits , 1981 .

[15]  J. Graham,et al.  Landslide problems in Winnipeg , 1981 .

[16]  J. Graham,et al.  Time effects on the stress-strain behaviour of natural soft clays , 1983 .

[17]  J. Torrance On the Role of Chemistry in the Development and Behavior of the Sensitive Marine Clays of Canada and Scandinavia , 1975 .

[18]  V. Prest GEOLOGY OF THE SOILS OF CANADA , 1961 .

[19]  A. Baracos Compositional and structural anisotropy of Winnipeg soils — a study based on scanning electron microscopy and X-ray diffraction analyses , 1977 .

[20]  J. Graham,et al.  Anisotropic elasticity of a natural clay , 1983 .

[21]  Guy T. Houlsby,et al.  A Critical State Model for Predicting the Behaviour of Clays , 1981 .

[22]  J. H. A. Crooks,et al.  Geotechnical properties of the Belfast estuarine deposits , 1976 .

[23]  Y. P. Vaid,et al.  Strain rate behaviour of Saint-Jean-Vianney clay: Reply , 1979 .