3. Determine the Atterberg Limit soil classification for: soil 1 and soil 3 3 4 2.68 Specific Gravity Atterberg Limit Liquid Limit (96) Plastic Limit (9) Grain Size Sand (16) Sale (6) Clay (96) 2.65 59.73 44.78 63 17 20 2 2.69 65.45 48.48 44 13 43 2.71 71.55 47.21 27 11.5 61.5 63.96 45.52 4 13 83 Plasticity index 70 60 50 Inorganic clays of 30-medium plasticity Inorganic clays of high plasticity Inorganic 20-clays of low plasticity Cohesionless soil 10 0 20 Inorganic silts of low compressibility 40 60 Liquid limit U-Line (8-7760-ld A-Line Pl=0.73(LL-20) Inorganic silts of high compressibility and organic clays Inorganic silts of medium compressibility and organic silts 80 100

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
3. Determine the Atterberg Limit soil classification for: soil 1 and soil 3
1
3
Specific Gravity
Atterberg Limit
Liquid Limit (96)
Plastic Limit (96)
Grain Size
Sand (9)
Silt (9)
Clay (96)
2.65
59.73
44.78
63
20
2
2.69
65.45
48.48
44
43
2.71
71.55
47.21
27
11.5
61.5
4
2.68
63.96
45.52
4
13
83
Plasticity index
70
60
50
90
Inorganic clays
of high plasticity,
Inorganic clays of
30-medium plasticity.
Inorganic
20-clays of low
plasticity
10
Cohesionless
soil
20
Inorganic silts of
low compressibility
40
60
Liquid limit
U-Line
Pl=0.9(LL-8)
A-Line
Pl=0.73(2-20)
Inorganic silts of
high compressibility
and organic clays
Inorganic silts of
medium compressibility
and organic silts
80
100
Transcribed Image Text:3. Determine the Atterberg Limit soil classification for: soil 1 and soil 3 1 3 Specific Gravity Atterberg Limit Liquid Limit (96) Plastic Limit (96) Grain Size Sand (9) Silt (9) Clay (96) 2.65 59.73 44.78 63 20 2 2.69 65.45 48.48 44 43 2.71 71.55 47.21 27 11.5 61.5 4 2.68 63.96 45.52 4 13 83 Plasticity index 70 60 50 90 Inorganic clays of high plasticity, Inorganic clays of 30-medium plasticity. Inorganic 20-clays of low plasticity 10 Cohesionless soil 20 Inorganic silts of low compressibility 40 60 Liquid limit U-Line Pl=0.9(LL-8) A-Line Pl=0.73(2-20) Inorganic silts of high compressibility and organic clays Inorganic silts of medium compressibility and organic silts 80 100
Expert Solution
steps

Step by step

Solved in 3 steps

Blurred answer
Knowledge Booster
Introduction to Material Study
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