2. Combined mechanical analysis of a given sample of soil was carried out. Thetotal weight of soil used in the analysis was 350 g. The sample was dividedinto coarser and finer fractions by washing it through a 75 microns sieve Thefiner traction was 125 g. The coarser fraction was used for the sieve analysisand 50 g of the finer fraction was used for the hydrometer analysis. The testresults were as given below:Sieve analysis:Particle sizeMass retained g Particle sizeMass retained g4.75mm9.0355 A24.52 00 mm155180H49.0140) ml10.5125-28.01.00 mm10575 p43.0500 L35.0 Particle sizeMass retained g Particle sizeMass retained g475 mm4.0355pµ24.52 00 mm13318049.01.40 m10.5125p28.0L.00 mm10.575H43.0500M750

Answered: Image /qna-images/answer/ad8b74c5-2594-4c86-9702-a45d2e2f7680.jpg

Answered: Mass retained g Particle size Mass…

Mass retained g Particle size Mass retained g Particle size 475 mm 355 u 24.5 9.0 200 mm 155 180 H 49.0 1.40 m 10.5 125p 28.00 L.00 mm 105 75 µ 43.0 500A 35.0

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

Unit Conversion

Standard units are also called SI units. SI units are used for measuring a physical quantity satisfying certain conditions. There are two types of units: fundamental units and derived units. Fundamental units are physical quantities that are independent, that is, they do not depend on other quantities like mass, length, or time. There are plenty of quantities in our lives which need to be measured and compared. Measuring is the comparison of a particular physical quantity with its reference value. A unit is a measure of a fixed physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.

Question

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2. Combined mechanical analysis of a given sample of soil was carried out. The
total weight of soil used in the analysis was 350 g. The sample was divided
into coarser and finer fractions by washing it through a 75 microns sieve The
finer traction was 125 g. The coarser fraction was used for the sieve analysis
and 50 g of the finer fraction was used for the hydrometer analysis. The test
results were as given below:
Sieve analysis:
Particle size
Mass retained g Particle size
Mass retained g
4.75mm
9.0
355 A
24.5
2 00 mm
155
180H
49.0
140) ml
10.5
125-
28.0
1.00 mm
105
75 p
43.0
500 L
35.0

Particle size
Mass retained g Particle size
Mass retained g
475 mm
4.0
355pµ
24.5
2 00 mm
133
180
49.0
1.40 m
10.5
125p
28.0
L.00 mm
10.5
75H
43.0
500M
750

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