Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
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 obtained in southwest Florida. Height of the specimen=0.7481in, weight of the specimen=18g, area of specimen=4.91in2 and Gs=2.55. Pressure, Change in dial reading (in.) 0.05 0.0110 0.10 0.0119 0.25 0.0162 0.50 0.0228 1.00 0.0355 2.00 0.0786 4.00 0.1544 a. Plot the e – logo' curve. b. Determine the pre-consolidation pressure. c. Calculate the compression index, Cc.

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 obtained in southwest Florida. Height of the specimen=0.7481in, weight of the specimen=18g, area of specimen=4.91in2 and Gs=2.55. Pressure, Change in dial reading (in.) 0.05 0.0110 0.10 0.0119 0.25 0.0162 0.50 0.0228 1.00 0.0355 2.00 0.0786 4.00 0.1544 a. Plot the e – logo' curve. b. Determine the pre-consolidation pressure. c. Calculate the compression index, Cc.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
Please show work and help me!!
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 obtained in southwest Florida. Height of the specimen-0.7481in, weight of the specimen=18g, area of specimen=4.91in2 and Gs=2.55. Change in dial reading (in.) Pressure, 0.05 0.0110 0.10 0.0119 0.25 0.0162 0.50 0.0228 1.00 0.0355 2.00 0.0786 4.00 0.1544 logo' curve. b. Determine the pre-consolidation pressure. a. Plot the e - c. Calculate the compression index, Cc.
Transcribed Image Text: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 obtained in southwest Florida. Height of the specimen-0.7481in, weight of the specimen=18g, area of specimen=4.91in2 and Gs=2.55. Change in dial reading (in.) Pressure, 0.05 0.0110 0.10 0.0119 0.25 0.0162 0.50 0.0228 1.00 0.0355 2.00 0.0786 4.00 0.1544 logo' curve. b. Determine the pre-consolidation pressure. a. Plot the e - c. Calculate the compression index, Cc.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 8 steps with 8 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Engineering drawing
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS