Mechanical analysis on four different samples designated as A, B. Cand D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D. liquid limit w 42, plastic limit = 24, plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 20 mm 600 212 63 20 24 98 59 12 90 54 9. 47 100 34 95 23 69 46 2 31 Samples A,BandC 100 HO 60 20 Sand Clay Coles >762 mm) Silt Gravel Fine Coarse jo medium 0.001 0.01 0.075 0.1 10 100 Particle sine (mum) Figure Ex. 3.21 Percentage finer

Mechanical analysis on four different samples designated as A, B. Cand D were carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D. liquid limit w 42, plastic limit = 24, plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 20 mm 600 212 63 20 24 98 59 12 90 54 9. 47 100 34 95 23 69 46 2 31 Samples A,BandC 100 HO 60 20 Sand Clay Coles >762 mm) Silt Gravel Fine Coarse jo medium 0.001 0.01 0.075 0.1 10 100 Particle sine (mum) Figure Ex. 3.21 Percentage finer

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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Given the test results that follow, classify the soil in both the Unified Soil Classification System (USCS) and the AASHTO system.
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The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minus No. 200 sieve material for a given soil. (a) Compute Cu and Cc. (b) Report the percentage gravel, sand, silt, and clay according to AASHTO. (c) Classify the soil according to AASHTO.
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4. Determine the USCS designation and soil description of a soil sample given the following sieve analysis test results: D10 = 0.2 mm = D30 0.73 mm D60 3.35 mm % passing #4 = 77.5 % passing #200 = 9.5 The fines are silty.
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