please answer all parts For the same consolidation test, if the height of solids (H,) was 0.55 inches andthe diameter of the specimen ring was 2.5 inches, calculate the initial void ratio of thespecimen.3.From the e-logP graph in Figure 2, determine the pre-consolidation pressureusing Casagrande's Method (Please show each step clearly on the graph).0.80.70.60.50.4100100010000100000Pressure (psf)Figure 2 e-logP plot2.Void Ratio, e 1.Given that the height of the specimen ring used for the one-dimensionalconsolidation test was 1 inch and one porous stone was used during the test, find thevalue of coefficient of consolidation, c, using the deformation versus logarithm of timegraph in Figure 1 (Please show each step clearly on the graph). You may use„D 0.197D?1501500.140.150.160.170.180.1110100Time (min)Figure 1 Logarithm of time - deformation plotDeformation (in)

Given that the height of the specimen ring used for the one-dimensional consolidation test was 1 inch and one porous stone was used during the test, find the value of coefficient of consolidation, c, using the deformation versus logarithm of time graph in Figure 1 (Please show each step clearly on the graph). You may use 1. TD 0.197D? C, =- 0.14 0.15 0.16 0.17 0.18 0.1 1 10 100 Time (min) Figure 1 Logarithm of time - deformation plot Deformation (in)

Given that the height of the specimen ring used for the one-dimensional consolidation test was 1 inch and one porous stone was used during the test, find the value of coefficient of consolidation, c, using the deformation versus logarithm of time graph in Figure 1 (Please show each step clearly on the graph). You may use 1. TD 0.197D? C, =- 0.14 0.15 0.16 0.17 0.18 0.1 1 10 100 Time (min) Figure 1 Logarithm of time - deformation plot Deformation (in)

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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