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:A. The mechanical analysis test results of a 500g (no waste) sample specimen ofthe soil is given in the table below.ASTMOpeningMass of SoilOpeningDiameter500 µm1 mm2.0 mm4.75 mmASTMMass of SoilSieve No.DiameterRetained, gSieve No.Retained, g2 um6 µm20 um75 μm250 µm425 µm5351505181301010652003542019.0 mm50.80 m60453/4 in40252 inB. The Atterberg Limit Tests identified that the Plastic Limit of the sample is 11% andthe data for the Liquid Limit test are given below.MoistureContent, %36.5Number ofBlows, N162032.52827

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Answered: USDA textural classification; and…

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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Concept explainers

Design Team

Any building construction project is considered under the specialized area of structural engineering. Structural engineering is a sub-domain of civil engineering. Before building a construction project, the first and foremost important step is design and analysis. The design of a building involves performing a detailed drawing of the building to be constructed. The design engineers draw either by traditional hand drafting techniques or by using sophisticated computer-aided design (CAD) software. The design of the building is done to scale that includes all the features like beams and columns placement, wall structure, door and window placement, their respective dimensioning, etc. The design of the building is analyzed for durability, strength, and ability to withstand various forces, including forces of nature like aerodynamic forces.

Question

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:
A. The mechanical analysis test results of a 500g (no waste) sample specimen of
the soil is given in the table below.
ASTM
Opening
Mass of Soil
Opening
Diameter
500 µm
1 mm
2.0 mm
4.75 mm
ASTM
Mass of Soil
Sieve No.
Diameter
Retained, g
Sieve No.
Retained, g
2 um
6 µm
20 um
75 μm
250 µm
425 µm
5
35
150
5
18
130
10
10
65
200
35
4
20
19.0 mm
50.80 m
60
45
3/4 in
40
25
2 in
B. The Atterberg Limit Tests identified that the Plastic Limit of the sample is 11% and
the data for the Liquid Limit test are given below.
Moisture
Content, %
36.5
Number of
Blows, N
16
20
32.5
28
27

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