1- A specimen of dense sand was subjected to a Direct Shear, the specimen is expected to go initially under compression then expansion [Select] 2- A specimen of loose sand was subjected to a Direct Shear, the specimen is expected to go under expansion/dilation [Select ] 3- Dense sand or over-consolidated clay samples tend to obtain a maximum shear stress that subsequently drops reaching a fixed value known as maximum strength [ Select] 4- During consolidation testing the rate of increase in settlement is higher under the change in stress values that are higher than the pre-consolidation pressure [Soloct 1 ✓ [Select] True Fulse Next

1- A specimen of dense sand was subjected to a Direct Shear, the specimen is expected to go initially under compression then expansion [Select] 2- A specimen of loose sand was subjected to a Direct Shear, the specimen is expected to go under expansion/dilation [Select ] 3- Dense sand or over-consolidated clay samples tend to obtain a maximum shear stress that subsequently drops reaching a fixed value known as maximum strength [ Select] 4- During consolidation testing the rate of increase in settlement is higher under the change in stress values that are higher than the pre-consolidation pressure [Soloct 1 ✓ [Select] True Fulse Next

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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