4. The result of sieve analysis of three soils is given. It is required to classify these soils according to the AASHTO Classification system. Sieve No. 4 8 10 20 40 60 100 200 LL PL Diam. (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 SIEVE ANALYSIS Soil A 85 80 68 62 52 48 38 25 42 33 Percent Passing Soil B 852882 98 90 78 50 45 45 37 Soil C 100 95 88 75 60 52 40 34 38 18

4. The result of sieve analysis of three soils is given. It is required to classify these soils according to the AASHTO Classification system. Sieve No. 4 8 10 20 40 60 100 200 LL PL Diam. (mm) 4.760 2.380 2.000 0.840 0.420 0.250 0.149 0.074 SIEVE ANALYSIS Soil A 85 80 68 62 52 48 38 25 42 33 Percent Passing Soil B 852882 98 90 78 50 45 45 37 Soil C 100 95 88 75 60 52 40 34 38 18

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: 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: 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 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: Classify the following soils (Table P1.2) according to the unified soil classification system Loose…

A: As per question, three soil samples are choosed and classified by unified soil classification…

Q: Part 3 Classify the following soils using the Unified soil classification system. Give group symbols…

A: it is a type of soil classification according to the Cu ,Cc and plasticity characteristics of soil..

Q: 19. The following results were obtained from sieve analyses of two soils: Sieve no. Soil A Opening…

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

Q: Problem 2 Classify the soil using USCS system. Give the group symbols and group names. Soil Sieve…

A: For soil 'e' (I) since % finer #200 is 11% , So the soil is course grained soil. (II) as % finer #4…

Q: Classify the given soils using the Unified Soil Classification System (USCS). Give the group symbols…

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: 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 the AASHTO classification system. Give the group index for each…

Q: Q5: Classify the soil with the data in table below using USCS to find the followings 1- group symbol…

A: H

Q: 5.2 Classify the following soils by the AASHTO classification system. Give the group index for each…

A: Taking soil A, Following the AASHTO classification system table, Group A-1 soil is eliminated as too…

Q: 2. The following results were obtained in a sieve analysis for three different soils. Classify the…

A: Given, Sieve analysis data for different soils To find : Classify soil as per AASHTO…

Q: Percent Passing (by weight) You are provided the mechanical sieve/hydrometer and Atterberg Limit…

A: Given: Soil LL PL 1 68 19 2 39 31 3 NA NA To find: The soil classification with the…

Q: Classify the following soils by the Unified (USCS) and AASHTO methods. Where necessary, assume CU =7…

Q: Soil A B No. 4 91 85 % Finer No. 200 58 32 Liquid Limit 30 25 Plastic Limit 12 19 Uniformity…

Question

4. The result of sieve analysis of three soils is given. It is
required to classify these soils according to the AASHTO
Classification system.
Sieve No.
4
8
10
20
40
60
100
200
LL
PL
Diam. (mm)
4.760
2.380
2.000
0.840
0.420
0.250
0.149
0.074
SIEVE ANALYSIS
Soll A
85
80
68
62
52
48
38
25
42
33
Percent Passing
Soil B
98
90
85
78
62
55
50
45
45
37
Soil C
100
95
88
75
60
52
40
34
38
18

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 1 images

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

Give me the solution in handwriting
2. Prove n-e/(1+e) and e-n/(1-n) based on definitions of void ratio and porosity. 3. Classify the following soils according to the unified soil classification system: group symbols and typical names Soil A B Percent passing U.S. sieve No. 4 No. 10 No. 20 No. 40 No. 60 No. 100 No. 200 95 86 65 52 46 38 25 98 95 88 82 75 65 100 LL PL 38 65 22 58
3.11 Classify the following soils by using the Unified soil classification system. Give the group symbols and the group names. Sleve analysls- Percent finer Liquld Ilmit Plasticity Index Soll No. 4 No. 200 C, C. 1 70 30 33 21 48 20 41 22 95 70 52 28 4 100 82 30 19 100 74 35 21 6. 87 26 18 38 69 88 78 38 8. 99 57 54 26 9. 71 11 32 16 4.8 2.9 10 100 2 NP 7.2 2.2 11 89 65 44 21 12 90 39 31 3.9 2.1 Ans.: 1. SC (clayey sand with gravel), 2. GC (Clayey Gravel with sand), 3. CH (sandy fat clay), 4. CL (Lean clay with sand), 5. CL (Lean clay with sand), 6. SC (CIlayey sand), 7. CH (sandy fat clay), 8. CH (sandy fat clay), 9. SP-SC (Poorly Graded sand with gravel and sand), 10. sW (Well-graded sand), 11.CL (Sandy lean clay), 12. SP-SC (Poorly Graded sand with gravel and sand) 3.12 For an inorganic soil, the following grain-size analysis is given. U.S. Percent Sleve No. passing . 4 100 10 90 20 64 40 38 80 18 200 13 For this soil, LL = 23 and PL = 19. Classify the soil by using (a) AASHTO soil…
I need sol
Classify the following soils by the AASHTO classification system. Give the group index for each soil.
Q1: Use the USCS to Classify the soil sample with the following data: % passing 4.75 mm Sieve = 64 % passing 75- Sieve =4 Uniformity Coefficient= 7.5 Coefficient of Curvature=2.7 Plasticity index = 2.5 Solution: Q2: Use the USCS to Classify the soil samples with the following data dalla Soil LL PL Group Symbol Soil Name 15 35 25 ABC 8. ८८ 25 45 65 2-Seepage velocity (m/s) = 70 3- Flow rate in (m3/s) = oss and dry ng www Parmbly & volume change decrease Campering wes Toughness and dry strength dease Presby & val change in 10 20 30 40 50- 60 Liepakt. 70 80 Atra -0.73 (W₂-201 90 Q3: For the soil shown below the hydraulic conductivity is (3 m/day). The sample diameter is 1.5 m. The porosity is (30%). Find: 1- Flow velocity (m/s)== 100 110 120 Soil 4 m ITE
P2, 5.4 List the given, required, graph and box the final answer.
show you solution