EFFECTS OF FREEZE-THAW CYCLES ON PROPERTIES OF SENSITIVE CLAY

被引:4
|
作者
ROY, M [1 ]
BERGERON, G [1 ]
LAROCHELLE, P [1 ]
LEROUEIL, S [1 ]
KONRAD, JM [1 ]
机构
[1] MINIST TRANSPORTS,SERV CHAUSSEES,QUEBEC CITY,PQ G1K 5Z1,CANADA
关键词
CLAY; FREEZE-THAW; SHEAR STRENGTH; PERMEABILITY; HEAVING; SETTLEMENTS;
D O I
10.1139/t95-070
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A laboratory study of the evolution of the behaviour of a sensitive clay under many freeze-thaw cycles is presented; it follows the laboratory study of Leroueil et al. (1991) and the field study of Roy et al. (1992). The physical properties of the clay have been followed by means of consistency and permeability tests after each freeze-thaw cycle, and the mechanical behaviour has been assessed by means of falling cone, oedometer, and consolidated isotropically undrained triaxial tests. The changes in internal structure have been observed by means of the scanning electron microscope and the mercury porosimeter. The results show that the changes in properties are significant during the first three freeze-thaw cycles and hardly significant during the following cycles. The structure change can be explained by the high suction that develops during the generation of ice lenses behind the frost front.
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页码:725 / 740
页数:16
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