2. For the given data, shows a sieve analysis of soil samples A,B, and C. Diameter Soil A Soil B Soil C Sieve No. (mm) %Passing %Passing %Passing # 4 4.760 100 90 100 a. Classify soil sample A using AASHTO Method #8 2.380 97 64 100 #10 2.000 92 54 98 b. Classify soil sample B using AASHTO Method c. Classify soil sample C using AASHTO Method #20 0.840 87 34 92 # 40 0.420 53 22 84 #60 0.250 42 17 79 #100 0.149 26 9 70 #200 0.074 17 4 63 LL 35 47 PL 20 24

2. For the given data, shows a sieve analysis of soil samples A,B, and C. Diameter Soil A Soil B Soil C Sieve No. (mm) %Passing %Passing %Passing # 4 4.760 100 90 100 a. Classify soil sample A using AASHTO Method #8 2.380 97 64 100 #10 2.000 92 54 98 b. Classify soil sample B using AASHTO Method c. Classify soil sample C using AASHTO Method #20 0.840 87 34 92 # 40 0.420 53 22 84 #60 0.250 42 17 79 #100 0.149 26 9 70 #200 0.074 17 4 63 LL 35 47 PL 20 24

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter17: Subsoil Exploration

Section: Chapter Questions

Problem 17.2P

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From the given data, shows a sieve analysis of soil samples A, B and C. Classify the soil sample A using USCS method (Group Symbol only), D60=2.3, D10 = 0.17, D30 = 0.70 Classify the soil sample B using AASHTO method Classify the soil sample C using the AASHTO method
Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO. DIA. (mm) A В # 4 4.76 90 100 100 # 8 2.38 88 90 100 # 10 2 86 77 98 # 20 0.84 84 59 92 # 40 0.42 82 56 84 # 60 0.25 80 54 79 #100 0.15 78 51 75 #200 0.075 76 48 72 Characteristics of # 40 fraction LL 38 28 50 PL 30 45
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Classify Soil D (group symbol and group name) using USCS method: SOIL SAMPLE SIEVE NO. DIA. (mm) A 3/8" 9.52 100 98 89 98 # 4 4.76 46 55 48 58 # 8 38 42 45 50 # 10 40 44 43 42 #14 1.4 34 35 32 #20 0.85 28 21 26 21 # 60 0.25 25 20 23 19 #100 0.15 20 18 19 17 #200 0.075 7 8 9. 6. Characteristics of #40 fraction LL 41 50 38 25 PL 30 20 24 22 35 50 2. 2. %23
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