Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Given the laboratory results of the Atterberg Limit Test in Figure 3.1 ar Table 3.1. 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 Plasticity Index.

Given the laboratory results of the Atterberg Limit Test in Figure 3.1 ar Table 3.1. 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 Plasticity Index.

Principles of Geotechnical Engineering (MindTap Course List)
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter4: Plasticity And Structure Of Soil
Section: Chapter Questions
Problem 4.12P
See similar textbooks
icon
Related questions
Question
5:33 PROBLEM No. 3 Given the laboratory results of the Atterberg Limit Test in Figure 3.1 and Table 3.1. 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 Plasticity Index. d. Describe the plasticity characteristic of the soil based on the Plasticity Index. e. If the in-situ moisture content of the soil is 23%, determine the Liquidity Index of the soil. f. Determine the state of consistency of the in-situ soil. g. Determine the Consistency Index of the soil. h. Describe the consistency of the soil. 35 34 33 32 31 30 29 * 28. 27 26 25 24 O 23 a 22 O 21 20 19 18 17 16 15 10 20 30 40 50 FIGURE 3. 1 Number of Blows, N TABLE 3.1 Plastic Limit Test No. → 2 3 4 5 Weight of Wet Soil, g 128.6 141.4 132.6 134.6 136 Weight of Dry Soil, g 105.4 116.8 109.6 111.2 113.4 Weight of Water, g Water Content, % A soul.su.edu.ph
Transcribed Image Text:5:33 PROBLEM No. 3 Given the laboratory results of the Atterberg Limit Test in Figure 3.1 and Table 3.1. 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 Plasticity Index. d. Describe the plasticity characteristic of the soil based on the Plasticity Index. e. If the in-situ moisture content of the soil is 23%, determine the Liquidity Index of the soil. f. Determine the state of consistency of the in-situ soil. g. Determine the Consistency Index of the soil. h. Describe the consistency of the soil. 35 34 33 32 31 30 29 * 28. 27 26 25 24 O 23 a 22 O 21 20 19 18 17 16 15 10 20 30 40 50 FIGURE 3. 1 Number of Blows, N TABLE 3.1 Plastic Limit Test No. → 2 3 4 5 Weight of Wet Soil, g 128.6 141.4 132.6 134.6 136 Weight of Dry Soil, g 105.4 116.8 109.6 111.2 113.4 Weight of Water, g Water Content, % A soul.su.edu.ph
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Soil engineering for highway design
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
Principles of Geotechnical Engineering (MindTap C…
Principles of Geotechnical Engineering (MindTap C…
Civil Engineering
ISBN:
9781305970939
Author:
Braja M. Das, Khaled Sobhan
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS