Q.2.04 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil iaboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples A ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 212 5 9 47 100 63 u 2 34 95 20 u 23 69 46 4 31 100 80 60 40 20 Clay Silt Sand Cobhles (>76.2 mm) Fine Coarse to medium Gravel 0.001 0.01 0.075 0.1 10 100 Particle size (mm) Percentage finer

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
Within few minutes
Q.2.04
Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil
iaboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D.
The soil is non-plastic.
Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18
Classify the soils per the Unified Soil Classification System.
Samples
ASTM Sieve
Percentage finer than
Designation
63.0 mm
100
93
20.0 mm
64
76
6.3
39
00
65
2.0 mm
24
98
59
600 u
212 u
12
90
54
9
47
100
63 u
2
34
95
20 u
23
69
46
4
31
100
80
60
40
20
ol
Clay
Sand
Coarse to medium
Silt
Cobhles
(>76.2 mm)
Fine
Gravel
0.001
0.01
0.075 0.1
10
100
Particle size (mm)
Percentage finer
Transcribed Image Text:Q.2.04 Mechanical analysis on four different samples designated as A, B, Cand D were carried out in a soil iaboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D: liquid limit = 42, plastic limit = 24, plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 00 65 2.0 mm 24 98 59 600 u 212 u 12 90 54 9 47 100 63 u 2 34 95 20 u 23 69 46 4 31 100 80 60 40 20 ol Clay Sand Coarse to medium Silt Cobhles (>76.2 mm) Fine Gravel 0.001 0.01 0.075 0.1 10 100 Particle size (mm) Percentage finer
Expert Solution
steps

Step by step

Solved in 2 steps with 2 images

Blurred answer
Knowledge Booster
Unit conversion
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