Question #02 Please provide justified answer asap to get a upvote The dial gauge readings (measuring the sample deformation) for one loading stage ofconsolidation test are shown below. The sample is double drained during the test,the initial sample thickness before applying the loading is 39.2 mm, calculate thecoefficient consolidation of the sample, Cv? (unit: mm2/min)7.0R.0% U6.56.05.55.090% UCS Scanned with CamScanner(ww) Buipees a Ro0% U6.56.05.55.0Rgo90% U4.5d0.15df = (7.25)? = 52.6 min4.0510152025VTime (min)CS Scanned with CamScanner(ww) BupBes

Coefficient consolidation When saturated clay or other soil is subjected to an increase in pressure,…

Answered: Ro 0% U 6.5 6.0 5.5 5.0 Rgo 90% U 4.5 d…

Engineering

Civil Engineering

Ro 0% U 6.5 6.0 5.5 5.0 Rgo 90% U 4.5 d 0.15d to = (7.25)? = 52.6 min %3D %3! 4.0 10 15 20 25 VTime (min2) (ww) BuipBes

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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I 1. Determine the apparent specific gravity (G.), dry bulk specific gravity (Gs(OD)), SSD bulk specific gravity (Gt(ssD) and absorption capacity of a fine aggregate sample using the following data: Weight of sample in dry condition: 485 g • Weight of sample in SSD condition: 505 g • Weight of pycnometer with the sample and water: 1015 g Weight of pycnometer with water: 700 g
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