Kindly provide detailed right solution From your Atterberg limits tests on the -40 portion of these samples, you have obtained thefollowing dataPercentage finer by weight100%80%60%40%20%Soil SampleIdentification0%0.001HIJLFINES0.010HLiquidLimit604637PlasticLimit26nonplastic#2003418FineSANDMedium Course0.100Particle size (mm)1.000#4danastantsGRAVELFine10.000Coarse3"100.000

From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES 0.010 H Liquid Limit 60 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course Pine #4 0.100 Particle size (mm) 1.000 GRAVEL 10.000 Coarse 3" 100.000

From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data Percentage finer by weight 100% 80% 60% 40% 20% 0% Soil Sample Identification 0.001 H I J L FINES 0.010 H Liquid Limit 60 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course Pine #4 0.100 Particle size (mm) 1.000 GRAVEL 10.000 Coarse 3" 100.000

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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