Н.W1. For the one-dimensional consolidation test result shown in Figure below,determine my.1.00.90.8Void ratio0.70.60.50.410,000Vertical effective stress (log scale) - psf1001000100,0002- The following readings were taken for an increment of vertical stress of 400psf in a one-dimensional consolidation test on a saturated clay sample 3 indiameter and 0.75 in thick. Drainage was permitted from the top and bottomboundaries. Determine the coefficient of consolidation using the root timemethod.Time (min) 0.25ΔΗ (in)12.2549.1625366414424 hours0.0047 0.009 0.0133 0.0169 0.023 0.0268 0.0291 0.03 0.032 0.033 0.035

Solution: 1. Considering the graph:

Answered: 1. For the one-dimensional…

Engineering

Civil Engineering

1. For the one-dimensional consolidation test result shown in Figure below, determine my.

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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