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

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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Why is the hydrometer method commonly used to obtain data on the sizes of silt and clay particles in soil samples, and not the sieve method?
Subject: Geotecnical Engg
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