Classify the following five soils, A through E, using the Unified Soil Classification System, including the corresponding Group Symbol and Group Name. (Show all the criteria used for classifying each soil, as shown in class.) Report results for all soils in a tabulated fashion, including the Group Symbol, Group Name, Liquid Limit (LL), Plastic Limit (PL), and Shrinkage Limit (SL). Soil A B с D E EXERCISE 3 Percent Passing (Finer) Sieve No. 4 80 79 91 95 82 Sieve No. 200 52 45 80 75 41 Liquid Limit (LL) 30 26 60 41 24 Plasticity Index (PI) 8 4 32 12 2
Classify the following five soils, A through E, using the Unified Soil Classification System, including the corresponding Group Symbol and Group Name. (Show all the criteria used for classifying each soil, as shown in class.) Report results for all soils in a tabulated fashion, including the Group Symbol, Group Name, Liquid Limit (LL), Plastic Limit (PL), and Shrinkage Limit (SL). Soil A B с D E EXERCISE 3 Percent Passing (Finer) Sieve No. 4 80 79 91 95 82 Sieve No. 200 52 45 80 75 41 Liquid Limit (LL) 30 26 60 41 24 Plasticity Index (PI) 8 4 32 12 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Soils Mechanics
Answer exercise 3
![Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil has a
liquid limit of 23% and a plastic limit of 19%. Classify the soil by using the Unified Soil
Classification System (USCS), including the Group Symbol and the Group Name. (Show
all the criteria used for classifying the soil, as shown in class.)
Soil
A
B
с
D
E
EXERCISE 2
U.S. Sieve
No.
4
10
20
40
80
200
Classify the following five soils, A through E, using the Unified Soil Classification System,
including the corresponding Group Symbol and Group Name. (Show all the criteria used
for classifying each soil, as shown in class.) Report results for all soils in a tabulated fashion,
including the Group Symbol, Group Name, Liquid Limit (LL), Plastic Limit (PL), and
Shrinkage Limit (SL).
80
79
91
95
82
Percent Passing
(Finer)
100
90
64
38
18
13
EXERCISE 3
Percent Passing (Finer)
Sieve No. 4 Sieve No. 200
52
45
80
75
41
Liquid
Limit
(LL)
30
26
60
41
24
Plasticity
Index
(PI)
8
4
32
12
2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F93c89597-7ce2-4451-bd61-6716aa1c2201%2F6a8abb7f-0f77-4e28-8d0e-732294af4010%2Fgro5aq_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil has a
liquid limit of 23% and a plastic limit of 19%. Classify the soil by using the Unified Soil
Classification System (USCS), including the Group Symbol and the Group Name. (Show
all the criteria used for classifying the soil, as shown in class.)
Soil
A
B
с
D
E
EXERCISE 2
U.S. Sieve
No.
4
10
20
40
80
200
Classify the following five soils, A through E, using the Unified Soil Classification System,
including the corresponding Group Symbol and Group Name. (Show all the criteria used
for classifying each soil, as shown in class.) Report results for all soils in a tabulated fashion,
including the Group Symbol, Group Name, Liquid Limit (LL), Plastic Limit (PL), and
Shrinkage Limit (SL).
80
79
91
95
82
Percent Passing
(Finer)
100
90
64
38
18
13
EXERCISE 3
Percent Passing (Finer)
Sieve No. 4 Sieve No. 200
52
45
80
75
41
Liquid
Limit
(LL)
30
26
60
41
24
Plasticity
Index
(PI)
8
4
32
12
2
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