Soil Mechanics and Foundation
In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on

both horizontal and vertical planes
horizontal plane only
vertical plane only
all planes except horizontal and vertical planes

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Soil Mechanics and Foundation
Degree of consolidation is

directly proportional to time and inversely proportional to drainage path
directly proportional to square of drainage path and inversely proportional to time
directly proportional to drainage path and inversely proportional to time
directly proportional to time and inversely proportional to square of drainage path

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