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In Terzaghi’s Theory of one dimensional consolidation, deformation of soil is entirely due to _________________

(a) volume change

(b) permeability of soil

(c) seepage of fluids

(d) viscosity of fluids

I had been asked this question by my college professor while I was bunking the class.

Question is from Terzaghi’s Theory of One Dimensional Consolidation in portion One Dimensional Consolidation of Geotechnical Engineering I

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Right option is (a) volume change

Explanation: In Terzaghi’s Theory of one dimensional consolidation, deformation of the soil is entirely due to change in volume. The change in volume can occur due to the decrease in the voids ratio or the effective height of the solids.

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