Problem D: For problems 14 to 17. Classify the following soils by the AASHTO classification System. Description A В D 100 | 92 100 85 Percent finerthan No. 4 sieve 100 94 Percent finerthan No. 10 sieve 80 80 Percent finer than No. 40 sieve 96 71 78 51 Percent finerthan No. 200 sieve 72 56 59 15 Liquid Limit 58 35 42 26 Plasticity Index 23 19 13 12

Problem D: For problems 14 to 17. Classify the following soils by the AASHTO classification System. Description A В D 100 | 92 100 85 Percent finerthan No. 4 sieve 100 94 Percent finerthan No. 10 sieve 80 80 Percent finer than No. 40 sieve 96 71 78 51 Percent finerthan No. 200 sieve 72 56 59 15 Liquid Limit 58 35 42 26 Plasticity Index 23 19 13 12

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 2. The sieve analysis of ten soils and liquid and plastic limits of the fraction passing through the…

A: Solution: Classification as per AASHTO:

Q: Classify the following soils by the AASHTO classification system: Soil A Soil B Soil C Percent finer…

A: For soil A: The percentage passing is having less than 35 for number 200 sieve,which is satisfying…

Q: 5.2 The sieve analysis of ten soils and the liquid and plastic limits of the fraction pass- ing…

A: Classify the soils using the AASHTO classification system:

Q: 2. Classify soil A and B using the Unified Soil Classification System. Give the group symbol and the…

A: Solution: By using the Unified classification system and find the group symbol and name; Soil A: %…

Q: Classify the following soils by the AASHTO classification system.

A: Look at the % passing through No 200 sieve=38>35% silt and clay minerals

Q: The result of sieve analysis of three soils is given next. It is required to classify these soils…

A: To show the classification of Soil - A, B, C as per AASHTO classification

Q: Classify the following soils in Table Q2 (b) by the AASHTO classification system and give the group…

A: The soil sample has following characteristics: Percent finer than Sieve No.04=90%. Percent finer…

Q: 1. The sieve analysis of three soils and the liquid and plastic limits of the fraction passing No.…

A: Solution: Classify the given soil using AASHTO classification system For Soil sample A: #10 = 98%;…

Q: The sieve analysis of ten soils and the liquid and plastic limits of the fraction pass- ing through…

A: “Since you have posted a question with multiple sub parts, we will provide the solution only to the…

Q: .3 Classify the following soils by the AASHTO classification system. Give the group index for each…

A: To find :- classification of soils A to E as per AASTHO classification system.

Q: Determine : 1. Soil classification of soil A using AASHTO method. 2. Soil classification of soil B…

A: 1. Soil A according to AASHTO: The AASHTO classification chart is shown below: Given data, Passing…

Q: 2. Classify the soil using the USCS. Give the group symbols and group names.

A: Given: Properties of soil samples A, B, C, D, E

Q: Determine D10, D30, D60, Cu and Cc of the following soils.

A: Soil A Soil B Soil C sieve No. sieve size in mm % finer % finer % finer 4 4.75 84.231 100…

Q: Required only: #7, #9, and #12

Q: 1. Classify the following soils according to the USDA textural classification system. Particle-size…

A: Given: Required to find: Classify according to the USDA textural classification system.

Q: 5.9 Classify the following soils using the Unified soil classification system. Give the group…

A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…

Q: Classify the soil according to ASTM-CS

A: The soil is classified into fine-grain soil or coarse grain soil based on the soil passing through…

Q: 1. Classify the following soils by using the USDA's textural classification chart. Soil…

A: As per bartleby guidelines. We have to solve 3 sub-parts in the question in case of multiple…

Q: 1. Classify the following soil to be used as a highway subgrade material using AASHTO method. Sieve…

A: No 200 sieve= percent passing is 34 As less than 35 % is passing through No sieve 200It is…

Q: 2.11 The following results were obtained from sieve analyses of two soils: Sieve no. Opening (mm)…

A: "As per our guidelines we are supposed to do first three sub-parts, kindly post other sub-parts…

Q: 4.3 Classify the following soils by using the Unified soil classification system. Give the group…

A: Soil 1:% Passing No.200= 30<50 (coarse grained soil)%Passing No.4=70>50 (sands)Plot in…

Q: 3.11 Classify the following soils by using the Unified soil classification system. Give the group…

A: The AASHTO soil classification system is a globally used soil classification system in the United…

Q: Classify the following soils by USCS classification system. Percent finer than (sieve analysis) No.…

A: For the Soil 1, The percentage finer than sieve number 4 is 71%. The percentage finer than sieve…

Question

Problem D: For problems 14 to 17. Classify the following soils by the AASHTO classification System.
Description
A
D
Percent finerthan No. 4 sieve
100 | 92
100
94
Percent finerthan No. 10 sieve
100
85
80
80
Percent finerthan No. 40 sieve
96
71
78
51
Percent finerthan No. 200 sieve
72
56
59
15
Liquid Limit
Plasticity Index
16) Soil A is ?
58
35
42
26
23
19
13
12
a) A-7-5(19)
b) A-2-6 (0)
c) A-7-6 (18)
d) A-7-5 (18)
17) Soil Bis ?
a) A-6(13)
b) A-7-5(0)
c) A-6 (7)
d) A-6 (8)
18) Soil Cis ?
a) A-7-6(5)
19) Soil D is ?
a) A-2-6(2)
b) A-7-6 (8)
c) A-7-6 (7)
d) A-7-6(6)
b) A-3 (0)
c) A-2-6 (0)
d) A-2-6 (2)

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Introduction

VIEW

Step 2: Classification of soil A

VIEW

Step 3: Classification of soil B

VIEW

Step 4: Classification of soil C

VIEW

Step 5: Classification of soil D

VIEW

Step by step

Solved in 5 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

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.

Similar questions

Soil Classifications Classify the following soils by the AASHTO classification system. Description Soil A Soil B Soil C Percent finer than No. 10 sieve 83 100 48 48 92 28 Percent finer than No. 40 sieve 20 86 6 Percent finer than No. 200 sieve 20 70 Liquid limit Plasticity index 32 Nonplastic
2. Classify the following soils by the AASHTO classification system. Give the group index for each soil. Show the step-by-step process of classifying each soil using the AASHTO table. Soil A B C Sieve analysis- Percent finer No. 40 No. 10 90 86 42 92 90 28 68 48 No. 200 32 8 12 30 22 Liquid 28 NP 18 42 Plasticity index 9 in o
show your solution
2. 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 84 80 99 Percent passing No. 40 58 60 85 No. 200 8 40 71 L.L. --- 39 55 P.L. N.P. 30 44
Show your complete solution so I can follow thanks
Classify the following soils by the AASHTO classification system. Give the group index for each soil. Sieve analysis- Percent finer Liquid limit Plasticity index Soil No. 10 No. 40 No. 200 A 98 80 72 52 21 90 74 58 38 12 84 71 64 41 14 D 100 78 82 32 12 E 80 68 48 30 11 © Cengage Learning 2014
The sieve analysis of four soils 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. Comment on the suitability of the soils as subgrade material. Sieve analysis (percent finer) Soil No. No. 10 No. 40 No. 200 Liquid limit Plastic limit 100 80 58 30 20 2 95 60 20 3 90 76 34 37 25 4 48 28 NP [Das B. M. Principles of Geotechnical Engineering (7E), pp. 101, 102, 112]
The laboratory test results of six soils are given in the following table. Classify the soils by the AASHTO Soil Classification System and give the group indices. Sieve Analysis-Percent Passing Soil Sieve No. C D A в F 4 100 100 95 95 100 100 10 95 80 80 90 94 94 40 82 61 54 79 76 86 200 65 55 8 64 33 76 Liquid limit 42 38 NP* 35 38 52 Plastic limit 26 25 NP 26 25 28 *NP = nonplastic
Classify the following soils by the Unified (USCS) and AASHTO methods. Where necessary, assume CU = 7 and Cc=2.5. Soil No. 2 62 % Passing Soil No. 1 # 4 95 41 #10 88 # 40 33 11 81 2676 #200 65 21 LL 53 12 PL 36 USCS AASHTO Usily
Classify the following soils by using Unified Soil Classification System. Give the group symbols and the group names.
show your step by step answer
Someone can help me with this one please?