A ring-shear device for the study of till deformation: Tests on tills with contrasting clay contents
A ring-shear device for the study of till deformation: Tests on tills with contrasting clay contents
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DOI:
10.1016/s0277-3791(97)00036-x
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发表时间:
1997
影响因子:
4
通讯作者:
N. Iverson;R. W. Baker;T. Hooyer
中科院分区:
文献类型:
--
作者:
N. Iverson;R. W. Baker;T. Hooyer
Deformation of subglacial sediment may have had a profound influence on the geomorphic effects and dynamics of Pleistocene ice sheets, but data that bear on the rheology of such sediment are few and contradictory. A means of studying systematically the mechanical properties of glacial tills is provided by a ring-shear device that shears a large annular specimen to high strains at variable rates. Special features of the device allow continuous observation of the distribution of shear strain, measurement of local stresses normal to the direction of shear, and isolation of wall effects. Thus far, a linear-viscous putty and two tills with different clay contents (4 and 32% by weight) have been tested. The experiments with till indicate, as expected, that the presence of dispersed clay minerals reduces markedly both the residual strength and hydraulic diffusivity of till. Clay also reduces spatial variations in normal stress associated with grain bridges. The walls bounding the specimen support only 9–17% of the total resistance to shearing. Strain was localized in both tills, but not in the linear-viscous putty. Strain localization in the tills indicates that their theology departs significantly from linear- and Bingham-viscous models.