Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Classify the soil using AASHTO liquid limit and plastic limit are found to be 30 and 20, respectively. The following data are obtained: Percent passing No. 4 sieve: 100% Percent passing No. 10 sieve: 91% Percent passing No. 40 sieve: 60% Percent passing No. 200 sieve: 20% D60 size: 0.41 mm D30 size: 0.12 mm D10 size: <0.074 mm Liquid limit: 30 Plastic limit: 20 GI== (F200-35) [0.2 +0.005 (LL-40)] +0.01 (F200 - 15) (PI-10) PI = 10

Classify the soil using AASHTO liquid limit and plastic limit are found to be 30 and 20, respectively. The following data are obtained: Percent passing No. 4 sieve: 100% Percent passing No. 10 sieve: 91% Percent passing No. 40 sieve: 60% Percent passing No. 200 sieve: 20% D60 size: 0.41 mm D30 size: 0.12 mm D10 size: <0.074 mm Liquid limit: 30 Plastic limit: 20 GI== (F200-35) [0.2 +0.005 (LL-40)] +0.01 (F200 - 15) (PI-10) PI = 10

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

Geotechnical engineering so

Classify the soil using AASHTO liquid limit and plastic limit are found to be 30 and 20, respectively. The following data are obtained: Percent passing No. 4 sieve: 100% Percent passing No. 10 sieve: 91% Percent passing No. 40 sieve: 60% Percent passing No. 200 sieve: 20% D60 size: 0.41 mm D30 size: 0.12 mm D10 size: <0.074 mm Liquid limit: 30 Plastic limit: 20 GI== (F200-35) [0.2 +0.005 (LL-40)] +0.01 (F200 - 15) (PI-10) PI = 10
Transcribed Image Text:Classify the soil using AASHTO liquid limit and plastic limit are found to be 30 and 20, respectively. The following data are obtained: Percent passing No. 4 sieve: 100% Percent passing No. 10 sieve: 91% Percent passing No. 40 sieve: 60% Percent passing No. 200 sieve: 20% D60 size: 0.41 mm D30 size: 0.12 mm D10 size: <0.074 mm Liquid limit: 30 Plastic limit: 20 GI== (F200-35) [0.2 +0.005 (LL-40)] +0.01 (F200 - 15) (PI-10) PI = 10
Expert Solution
steps

Step by step

Solved in 3 steps with 3 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Field compaction
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