Subject is soil Mechanics Results from a grain-size (sieve) analysis of a given soil are tabulated below. The soil has aliquid limit of 23% and a plastic limit of 19%. Classify the soil by using the Unified SoilClassification System (USCS), including the Group Symbol and the Group Name. (Showall the criteria used for classifying the soil, as shown in class.)SoilABсDEEXERCISE 2U.S. SieveNo.410204080200Classify 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 usedfor 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), andShrinkage Limit (SL).8079919582Percent Passing(Finer)1009064381813EXERCISE 3Percent Passing (Finer)Sieve No. 4 Sieve No. 2005245807541LiquidLimit(LL)3026604124PlasticityIndex(PI)8432122

Given information, WL = 23% P.L = 19%

EXERCISI 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.) U.S. Sieve No. 4 10 20 40 80 200 Percent Passing (Finer) 100 90 64 38 18 13

EXERCISI 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.) U.S. Sieve No. 4 10 20 40 80 200 Percent Passing (Finer) 100 90 64 38 18 13

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems:

Question

Subject is soil Mechanics

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

Branch of science that deals with the stationary and moving bodies under the influence of forces.

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Classify the following soil using USCS Classification System and identify its group name Parameter Soil A Soil B Gravel 40 0 Sand 30 19 Silt & Soil 30 78 Liquid Limit 25 45 Plasticity Index 15 20
The phrase "Unified Soil Classification System" (USCS) refers to a classification system for soil.
Classify soils A, B, C, and D based on the USCS (ASTM D2487 – 17) indicating the symbol and soil description. Additionally, classify the soils according to the AASHTO Soil Classification System indicating the name of the soil group as well as the GI. Sieve Opening (mm) Percent Passing (%) Soil D Soil C Sieve Number Soil A Soil B No. 4 4.750 78 75 60 78 88 88 No. 10 2.000 75 75 75 No. 18 1.000 60 60 60 No. 30 0.600 45 45 45 45 No. 40 0.425 30 30 30 30 No. 60 0.250 22 22 22 22 No. 100 0.150 15 15 15 15 No. 140 0.105 10 10 10 14 No. 200 0.075 8. 4 13 LL 60 60 20 20 PL 25 35 14 14
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