Given the laboratory results of the Atterberg Limit Test, plot the water content versus the number of blows and a. Determine the nearest value to the Liquid Limit of the Soil.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question

Help me with the following question in PROBLEM, show the solution step by step and finalize your final answer by a 4 significant figure. and Box the final answer with the unit don't forget WRITE IT ON A CLEAN PAPER WITH ALL THE SOLUTION. Thank you for helping me. 

PROBLEM:
Given the laboratory results of the Atterberg Limit Test, plot the water content versus the number of blows and
a. Determine the nearest value to the Liquid Limit of the Soil.
b. Determine the nearest value to the Plastic Limit of the Soil.
c. Determine the nearest value to the Liquidity Index of the Soil.
d. Determine the nearest value to the Consistency Index of the Soil.
LIQUID LIMIT
TEST NO.-
1
4
No. of Blows
Mass of Wet Sol + Container, g
Mass of Dry Soll+ Container, g
38
29
20
14
22.47
21.29
21.27
26.12
19.44
18.78
18.75
22.10
Mass of Container, g
12.74
13.24
13.20
13.27
PLASTIC UMIT
NATURAL WATER CONTENT
TEST NO.
Mass of Wet Sol + Container, g
Mass of Dry Sol+ Container, g
TEST NO.-
Mass of Wet Sol + Container, g
2
1
2
23.20
22.80
17.53
16.97
20.42
20.19
Mass of Dry Sol + Container, g
14.84
14.36
Mass of Container,g
12.90
12.95
Mass of Container, g
9.50
9.55
Transcribed Image Text:PROBLEM: Given the laboratory results of the Atterberg Limit Test, plot the water content versus the number of blows and a. Determine the nearest value to the Liquid Limit of the Soil. b. Determine the nearest value to the Plastic Limit of the Soil. c. Determine the nearest value to the Liquidity Index of the Soil. d. Determine the nearest value to the Consistency Index of the Soil. LIQUID LIMIT TEST NO.- 1 4 No. of Blows Mass of Wet Sol + Container, g Mass of Dry Soll+ Container, g 38 29 20 14 22.47 21.29 21.27 26.12 19.44 18.78 18.75 22.10 Mass of Container, g 12.74 13.24 13.20 13.27 PLASTIC UMIT NATURAL WATER CONTENT TEST NO. Mass of Wet Sol + Container, g Mass of Dry Sol+ Container, g TEST NO.- Mass of Wet Sol + Container, g 2 1 2 23.20 22.80 17.53 16.97 20.42 20.19 Mass of Dry Sol + Container, g 14.84 14.36 Mass of Container,g 12.90 12.95 Mass of Container, g 9.50 9.55
Expert Solution
steps

Step by step

Solved in 3 steps with 2 images

Blurred answer
Knowledge Booster
Stresses in saturated soil without seepage
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
  • SEE MORE 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