Use the unified soil classification system to classify the soil with 65% of the soil sample retained on No 4 Sieve, 30%retained on No 200 Sieve, Cu=3 and Cc-0.9.Also the LL = 28% and PL = 24.5%THE GROUP NAME IS

Look at the % passing through sieve no 200=30%<50%⇒COARSE GRAINED SOIL

Answered: Use the unified soil classification…

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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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 A D 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 63A 20 24 98 59 12 90 54 9. 47 100 2 34 95 23 69 46 2 31 Samples A,BandC 100 60 20 Sand Course le medium Cotles l>762 mm Clay Silt Gravel Fine 0.001 001 0.075 0.1 10 100 Particle size (mun) Figure Ex. 3.21 Percentage finer
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The following laboratory test results for Atterberg limits and particle size distribution were obtained for a soil. Sieve size Percent Passing Liquid limit= 31% No. 4 80 No. 10 60 Plastic limit = 25% No. 40 30 No. 200 10 Classify the soil according to USCS.
Given the test results that follow, classify the soil in both the Unified Soil Classification System (USCS) and the AASHTO system.
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 A 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 A 20 24 98 59 12 90 54 5 9. 47 100 2 34 95 23 69 46 2 4 31 Samples A,BandC 10 60 20 Sand Coarse jo medium Coles (>76.2 mm) Clay Silt Gravel Fine 0.001 0.01 0.075 0.1 10 100 Particle size (mun) Figure Ex. 3.21 Percentage finer
soil mechanic. Classify the soil according to unified soil classification system USCS; if the following data is given : Passing sieve No. 200 =7% / Passing sieve No. 4 = 40% / D10= 0.18, D30= 0.69 and D60= 3/ LL-28%, Pl=19%
Classify the following soils by the Unified soil classification system. Give the group na soil Soil 1 2 Sieve analysis (percentage finer) Liquid Plastic No. 4 No. 200 limit limit 98 28.5 33.2 22.6 95 10 30 22 D10 D30 8 D60 0.085 0.12 0.135 Q1)
From a given inorganic soil, the following are known: Percentage passing No. 4 Sieve - 100 %3D Percentage passing No. 200 Sieve - 77 Liquid Limit - 63 Plasticity Index - 25 Using USCS Method, determine its soil classification.

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Use the unified soil classification system to classify the soil with 65% of the soil sample retained on No 4 Sieve, 30% retained on No 200 Sieve, Cu 3 and Cc=0.9.Also the LL = 28% and PL = 24.5% THE GROUP NAME IS