A particle analysis test was conducted on a dry soil. The total mass used in test was (500 grams). All (500 grams) passed through the No. 4 sieve. The total mass retained .(above the No. 200 sieve was (220 grams .Determine the percentage finer than the No. 4 sieve -1 .Determine the percentage finer than the No. 200 sieve -2 .Determine the percentage gravel, sand, and fines -3 .State the soil type is fine-grained or coarse-grained -4

A particle analysis test was conducted on a dry soil. The total mass used in test was (500 grams). All (500 grams) passed through the No. 4 sieve. The total mass retained .(above the No. 200 sieve was (220 grams .Determine the percentage finer than the No. 4 sieve -1 .Determine the percentage finer than the No. 200 sieve -2 .Determine the percentage gravel, sand, and fines -3 .State the soil type is fine-grained or coarse-grained -4

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

Soil Compaction Test

Soil compaction is the major area of geotechnical engineering. Soil is composed of multiple pores present on its surface, while the soil is mainly composed of gravel, sand, rocks, etc. The arrangement of these rocks and gravels is such that they build up voids (spaces) between them, which allows spaces for the roots of the plants and crops to spread and absorb the required amount of nutrients. Soil compaction is a major problem primarily caused by human activities, micro-organisms, and other multiple factors.

Question

A particle analysis test was conducted on a dry soil. The
total mass used in test was (500 grams). All (500 grams)
passed through the No. 4 sieve. The total mass retained
.(above the No. 200 sieve was (220 grams
.Determine the percentage finer than the No. 4 sieve -1
.Determine the percentage finer than the No. 200 sieve -2
.Determine the percentage gravel, sand, and fines -3
.State the soil type is fine-grained or coarse-grained -4

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I am working on a lab report for a sieve analysis that was conducted in the lab. I got that the soil was made up of approximately: 20.5% gravel, 77.8% sand, and 1.7% fines. The values for the coefficient of uniformity (Cu) and coefficient of gradation (Cc) are 10.56 and 0.528 respectively. What does this mean when it comes to engineering design? Would the soil be considered good for building a structure? If so, is there a specific type of structure that would work best with this type of soil?
A plastic limit test has been performed on a soil. Threads of the soil that broke at a diameter of 1/8 in. were collected for a moisture content test, which yield the following results: Mass of soil + can before placing in oven 41.30 g Mass of soil + can after removal from oven 37.40 g Mass of can 22.20 g Compute the plastic limit of the soil. Express it in percentage (input the numerical value only without including the % sign).
1) What is the Soil State of the Soil Sample? 2) What is the description of the Soil Sample based on its Plasticity Index? 3) What is the Consistency Index of the Soil Sample? 4) What is the Liquidity Index of Soil Sample? 5) What is the Plasticity Index of the Soil Sample?
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liquid limit was 25.72%.
Soil mechanic