Note# Honorable expert teacher kindly solve each and every step of the Q#1 as soon as possible, its urgent for today..i will be very thankful to u for this kind favor.Course; is Geotechnical Engineering-II. ( Department; Civil engineering department ) QUESTION # 1:Organic soils are typically characterized by high void ratio, lowspecific gravity, and high compressibility. Following are the resultsof a consolidation test on a sample of organic soil.Pressure,o' (kN/m?)Change in dial reading,AH (mm)0.284120.150240.315480.5641000.8232002.254005.34Given that the initial height of the specimen = 20.6 mm, mass of dıyspecimen = 12 g, area of specimen = 31.67 cm2, and G, 2.49.a. Plot the e,log o' curve.b. Determine the preconsolidation pressure.c. Calculate the compression index, Ce

Pre consolidation Pressure- The squeezing out of pore water from a loaded saturated soil causing a…

Answered: Organic soils are typically…

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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Note# Honorable expert teacher kindly solve each and every step of the Q#1 as soon as possible, its urgent for today..i will be very thankful to u for this kind favor.

Course; is Geotechnical Engineering-II. ( Department; Civil engineering department )

QUESTION # 1:
Organic soils are typically characterized by high void ratio, low
specific gravity, and high compressibility. Following are the results
of a consolidation test on a sample of organic soil.
Pressure,
o' (kN/m?)
Change in dial reading,
AH (mm)
0.284
12
0.150
24
0.315
48
0.564
100
0.823
200
2.25
400
5.34
Given that the initial height of the specimen = 20.6 mm, mass of dıy
specimen = 12 g, area of specimen = 31.67 cm2, and G, 2.49.
a. Plot the e,log o' curve.
b. Determine the preconsolidation pressure.
c. Calculate the compression index, Ce

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