complete solutions with particle size distribution thank you The sample soil from a barangay in Baguio City was used in laboratory test toidentify the requests of the client. The client requires classifying the soil according to: (a)USDA textural classification; and Engineering Behavior Classification by (b) AASHTO, and(c) USCS. The results of the two tests are as follows:2.A. The mechanical analysis test results of a 500g (no waste) sample specimen ofthe soil is given in the table below.OpeningDiameterASTMMass of SoilASTMMass of SoilOpeningDiameterSieve No.Retained, gSieve No.Retained, g2 μm6 um20 um75 μη250 um425 um535500 µm150181 mm13010102.0 mm652003544.75 mm2060453/4 in19.0 mm540252 in50.80 mmB. The Atterberg Limit Tests identified that the Plastic Limit of the sample is 11% andthe data for the Liquid Limit test are given below.Number ofMoistureBlows, NContent, %1636.52032.52827

Solution: As per the classification:

The sample soil from a barangay in Baguio City was used in laboratory test to identify the requests of the client. The client requires classifying the soil according to: (a) USDA textural classification; and Engineering Behavior Classification by (b) AASHTO, and (c) USCS. The results of the two tests are as follows:

The sample soil from a barangay in Baguio City was used in laboratory test to identify the requests of the client. The client requires classifying the soil according to: (a) USDA textural classification; and Engineering Behavior Classification by (b) AASHTO, and (c) USCS. The results of the two tests are as follows:

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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