Problem 2:Classify the following soils using USCSSieve analysis-Percent finerSoilNo. 4No, 200Liquid limit Plasticity index17030332148204122395705228Classify the following soils using AASHTOSieve analysis-Percent finerSoilNo. 10 No. 40No. 200Liquid limit Plasticity index18555452820927562432839760302516

Data given: Asked: Classification of soil as per USCS and AASHTO

Problem 2: Classify the following soils using USCS Sieve analysis- Percent finer Soil No. 4 Na. 200 Liquid limit Plasticity index 70 30 33 21 2 48 20 41 22 3 95 70 52 28 Classify the following soils using AASHTO Sieve analysis-Percent finer Soil No. 14 No. 40 No. 200 Liquid limit Plasticity index 85 55 45 28 20 92 75 62 43 28 97 60 30 25 16 12M

Problem 2: Classify the following soils using USCS Sieve analysis- Percent finer Soil No. 4 Na. 200 Liquid limit Plasticity index 70 30 33 21 2 48 20 41 22 3 95 70 52 28 Classify the following soils using AASHTO Sieve analysis-Percent finer Soil No. 14 No. 40 No. 200 Liquid limit Plasticity index 85 55 45 28 20 92 75 62 43 28 97 60 30 25 16 12M

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

Problem 2:
Classify the following soils using USCS
Sieve analysis-
Percent finer
Soil
No. 4
No, 200
Liquid limit Plasticity index
1
70
30
33
21
48
20
41
22
3
95
70
52
28
Classify the following soils using AASHTO
Sieve analysis-Percent finer
Soil
No. 10 No. 40
No. 200
Liquid limit Plasticity index
1
85
55
45
28
20
92
75
62
43
28
3
97
60
30
25
16

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Answer Choices: A) Cl B) ML C) CH D) MH
SITUATION 9 The result of sieve analysis of three soils is given next. It is required to classify these soils according to the AASHTO Classification System. Use the attached AASHTO Classification of Highway Subgrade Materials Table. (a) Classification of Soil A. (b) Classification of Soil B. (c) Classification of Soil C. Sieve Analysis Results for Situation 9 Sieve Analysis Sieve Diameter, Percent Passing Number mm. 4.76 90 100 100 8. 2.38 84 90 100 10 2. 72 77 98 20 0.84 66 59 91 40 0.42 58 50 85 60 0.25 50 42 79 100 0.149 44 36 70 200 0.074 38 33 LL 42 46 47 PL 23 29 24 63
1. The following results were obtained in a sieve analysis for three different soils. Classify the soils according to the AASHTO classification system. Soil 1 2 3 No. 10 79 80 95 Percent passing No. 401 62 60 78 No. 200 6 33 45 L.L. 38 36 P.L. N.P. 29 16
Question 2 The sieve analysis of soil and the liquid and plastic limits of the fraction passing through the No. 40 sieve are given below. Classify the soils using the AASHTO classification system and give the group indexes. % Passing No. 10: 87 % Passing No. 40: 62 % Passing No. 200: 30 LL = 32 PL = 24 Group classification: Blank 1 Group index: Blank 2
Classify the following soils by the Unified soil classification system. Give the group na soil Soil 1 2 Sieve analysis (percentage finer) Liquid Plastic No. 4 No. 200 limit limit 98 28.5 33.2 22.6 95 10 30 22 D10 D30 8 D60 0.085 0.12 0.135 Q1)
Classify the following soil using U.S. Department of Agriculture textural classification chart. Determine soil C Particle Size Distribution (%) Soil A B C Loam Select the correct response. Sandy Loam Sandy Clay Gravel Clay 12 2 Sand 20 45 53 Silt 20 33 5 Clay 60 11 40
P2, 5.4 List the given, required, graph and box the final answer.
The given data sohws a sieve analysis of a soild sample. Classify the soild using AASHTO Method. Sieve No. Diameter (mm) Percent Passing No. 4 4.760 96 No. 8 2.380 80 No. 10 2.000 78 No.20 0.840 61 No.40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 38 PL 29
• Particle size analyses were carried out on two soils-Soil A and Soil B-and the particle size distribution curves are shown in Figure % Finer Clay 100 90 80 70 60 50 40 30 20 10 0 0.001 + Silt Soil A Sand Soil B 0.01 0.1 1 Particle size (mm) - log scale Gravel 10 Soil A B 1. Classify these soils according to USCS and ASTM-CS 2. Is either of the soils organic? LL 26 (oven-dried; assume same for not dried) Nonplastic PL 18
Problem 4 Classify the following soils by AASHTO classification system. Give group index for each soil. Sieve Analysis- Percent Finer # 40 Soil LL PL # 10 # 200 98 80 72 52 31 90 74 58 38 26
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