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Q# 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, oʻ (kN/m²) Change in dial reading, AH (mm) 6. 12 0.284 0.150 24 0.315 0.564 0.823 2.25 5.34 48 100 200 400 Given that the initial height of the specimen = 20.6 mm, mass of dry specimen = 12 g, area of specimen = 31.67 cm?, and G, = 2.49. %3D a. Plot the e, logo' curve. b. Determine the preconsolidation pressurel c. Calculate the compression index, C:

Q# 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, oʻ (kN/m²) Change in dial reading, AH (mm) 6. 12 0.284 0.150 24 0.315 0.564 0.823 2.25 5.34 48 100 200 400 Given that the initial height of the specimen = 20.6 mm, mass of dry specimen = 12 g, area of specimen = 31.67 cm?, and G, = 2.49. %3D a. Plot the e, logo' curve. b. Determine the preconsolidation pressurel c. Calculate the compression index, C:

Structural Analysis
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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WE 9- 5 |- Final Term Exam Paper (2) - Microsoft Word (Product Activation Failed) File Home Insert Page Layout References Mailings Review View ది AA A Find - ac Replace * Cut Times New Rom - 11 -A A Aa Aa AaBbCcDc AaBbCcDc AaBbC AaBbCc AABI AaBbCcl AaBbCcD A Copy B I U - abe x, x' A ab A I Normal Paste I No Spaci. Heading 1 Change Styles Heading 2 Title Subtitle Subtle Em... Format Painter A Select - Clipboard Font Paragraph Styles Editing Q# 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. Change in dial reading, AH (mm) 0.284 Pressure, o' (kN/m2) 12 0.150 0.315 0.564 24 48 100 200 400 0.823 2.25 5.34 Given that the initial height of the specimen=20.6 mm, mass of dry specimen = 12 g, area of specimen = 31.67 cm?, and G; = 2.49. a. Plot the e, log o' curve. b. Determine the preconsolidation pressure! c. Calculate the compression index, C. Page: 1 of 3 Words: 685 * English (U.S.) 3 E = 1009% +) > H O »
Transcribed Image Text:WE 9- 5 |- Final Term Exam Paper (2) - Microsoft Word (Product Activation Failed) File Home Insert Page Layout References Mailings Review View ది AA A Find - ac Replace * Cut Times New Rom - 11 -A A Aa Aa AaBbCcDc AaBbCcDc AaBbC AaBbCc AABI AaBbCcl AaBbCcD A Copy B I U - abe x, x' A ab A I Normal Paste I No Spaci. Heading 1 Change Styles Heading 2 Title Subtitle Subtle Em... Format Painter A Select - Clipboard Font Paragraph Styles Editing Q# 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. Change in dial reading, AH (mm) 0.284 Pressure, o' (kN/m2) 12 0.150 0.315 0.564 24 48 100 200 400 0.823 2.25 5.34 Given that the initial height of the specimen=20.6 mm, mass of dry specimen = 12 g, area of specimen = 31.67 cm?, and G; = 2.49. a. Plot the e, log o' curve. b. Determine the preconsolidation pressure! c. Calculate the compression index, C. Page: 1 of 3 Words: 685 * English (U.S.) 3 E = 1009% +) > H O »
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