From your Atterberg limits tests on the -40 portion of these samples, you have obtained thefollowing dataPercentage finer by weight100%80%60%40%20%0%Soil SampleIdentification0.001HIJLFINESLiquidLimit60H0.0104637PlasticLimit26nonplastic#2003418FineHOTSANDMedium0.100Particle size (mm)1.000GRAVELCourse Fine Coarse#410.000Classify the soils H, I, J and L using1) USCS Classification2) AASHTO Classification3"100.000ILLII.I

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From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data centage finer by weight 100% 80% 60% 40% Soil Sample Identification H I J L FINES Liquid Limit 60 H 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course #4 GRAVEL Fine Coarse 3" I E

From your Atterberg limits tests on the -40 portion of these samples, you have obtained the following data centage finer by weight 100% 80% 60% 40% Soil Sample Identification H I J L FINES Liquid Limit 60 H 46 37 Plastic Limit 26 nonplastic #200 34 18 Fine SAND Medium Course #4 GRAVEL Fine Coarse 3" I E

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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