Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Following results were recorded from a consolidation test on a specimen of saturated clay, each load being maintained constant for 24 hours before the addition of the next increment. Applied stress (kN/m²) Sample thickness (mm) 0 19.70 50 100 200 19.30 19.15 18.85 The water content of the sample at the end of the test was 28 per cent and the specific gravity of the soil particles was 2.72.0 00% - 400 800 0 18.56 18.36 18.90 (a) Calculate the void ratio at the end of each stress range and plot the e- o curve. Compute the coefficient of volume compressibility, m, for an effective stress range of 150-350 kN/m² from the e- o curve. (b) Plot the e log o curve and determine the compression index, C and preconsolidation stress, (Casagrande method). (c) Plot the m curve. (d) Determine the consolidation settlement that may be expected in a 4 m thick layer of this clay for a stress increase from 150 to 350 kN/m², using data from (a), (b) and (c).

Following results were recorded from a consolidation test on a specimen of saturated clay, each load being maintained constant for 24 hours before the addition of the next increment. Applied stress (kN/m²) Sample thickness (mm) 0 19.70 50 100 200 19.30 19.15 18.85 The water content of the sample at the end of the test was 28 per cent and the specific gravity of the soil particles was 2.72.0 00% - 400 800 0 18.56 18.36 18.90 (a) Calculate the void ratio at the end of each stress range and plot the e- o curve. Compute the coefficient of volume compressibility, m, for an effective stress range of 150-350 kN/m² from the e- o curve. (b) Plot the e log o curve and determine the compression index, C and preconsolidation stress, (Casagrande method). (c) Plot the m curve. (d) Determine the consolidation settlement that may be expected in a 4 m thick layer of this clay for a stress increase from 150 to 350 kN/m², using data from (a), (b) and (c).

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
‹ample 9.1: Following results were recorded from a consolidation test on a specime turated clay, each load being maintained constant for 24 hours before the addition o ext increment.
Following results were recorded from a consolidation test on a specimen of saturated clay, each load being maintained constant for 24 hours before the addition of the next increment. Applied stress (kN/m²) Sample thickness (mm) 0 50 100 200 19.70 19.30 19.15 18.85 400 800 18.56 18.36 The water content of the sample at the end of the test was 28 per cent and the specific gravity of the soil particles was 2.72. 004 008 - 0 18.90 (a) Calculate the void ratio at the end of each stress range and plot the e- o curve. Compute the coefficient of volume compressibility, m, for an effective stress range of 150-350 kN/m² from the e- curve. (b) Plot the e log curve and determine the compression index, C and preconsolidation stress, 5 (Casagrande method). (c) Plot the m, - o curve. (d) Determine the consolidation settlement that may be expected in a 4 m thick layer of this clay for a stress increase from 150 to 350 kN/m², using data from (a), (b) and (c).
Transcribed Image Text:Following results were recorded from a consolidation test on a specimen of saturated clay, each load being maintained constant for 24 hours before the addition of the next increment. Applied stress (kN/m²) Sample thickness (mm) 0 50 100 200 19.70 19.30 19.15 18.85 400 800 18.56 18.36 The water content of the sample at the end of the test was 28 per cent and the specific gravity of the soil particles was 2.72. 004 008 - 0 18.90 (a) Calculate the void ratio at the end of each stress range and plot the e- o curve. Compute the coefficient of volume compressibility, m, for an effective stress range of 150-350 kN/m² from the e- curve. (b) Plot the e log curve and determine the compression index, C and preconsolidation stress, 5 (Casagrande method). (c) Plot the m, - o curve. (d) Determine the consolidation settlement that may be expected in a 4 m thick layer of this clay for a stress increase from 150 to 350 kN/m², using data from (a), (b) and (c).
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 3 steps with 16 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Calculation of settlement
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.
Similar questions
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