Slope of consolidation lines
Slopes of normal consolidation lines in one-dimensional and isotropic consolidation tests done on isotropically prepared samples of two soils are compared. It has been observed that the consolidation lines are not necessarily parallel. The ratios between the two slopes have been found to be 0.53 and 0.884 for kaolin and Dundas soil respectively. It is suggested that the value of this ratio may be dependent on the percentage and the type of clay in the soil. Key words: normally consolidated, one-dimensional, isotropic, Cc-line, λ-line.
1991 ◽
Vol 69
(12)
◽
pp. 2044-2052
◽
Keyword(s):
2019 ◽
Vol 1
(2)
◽
Keyword(s):
2019 ◽
Vol 1
(2)
◽
Keyword(s):
Keyword(s):
2019 ◽
Vol 1
(2)
◽
Keyword(s):