(iv) Reduces the compressibility and permeability of soil.
Which of the pairs is correctly matched?
(i) Coefficient of compressibility = slope of e – log curve
(ii) Coefficient of volume change =
(iii) Compression index = slope of e - curve
Increase in compactive effort result in
A soil sample having initial void ratio 0.75 and thickness 20 mm is subjected to consolidation test. Initially the dial gauge was set to zero. At the end of consolidation, the final dial gauge reading was observed to be 0.25 mm. The final void ratio of the sample is
Isochrones are the curves obtained by
The Taylor and Casagrande method of Curve fitting are used to determine