* The following plot represents the grain size distribution curves for soils 1. 2 and 3. You arerequested to:(a) Compute the percentage of gravel, sand, silt, and elay for goll 2 and 3 only(b) Classify soll J only according to USCS.(1)U.S Standard sieve size3 in.100No 4 No 1O No. 40No. 200908070605040302010100101.00.10.010.001Percent finer by weight (or mass)

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: The following plot represents the grain size distribution curves for soils 1. 2 and 3. You are ucsted to: (a) Compute the percentage of gravel, sand, silt, and clay for soll 2 and 3 only. b) Classify soll J only according to USCS. (1) U.S Standard sieve size No Nn 10 No 40 No. 200

: The following plot represents the grain size distribution curves for soils 1. 2 and 3. You are ucsted to: (a) Compute the percentage of gravel, sand, silt, and clay for soll 2 and 3 only. b) Classify soll J only according to USCS. (1) U.S Standard sieve size No Nn 10 No 40 No. 200

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter2: Origin Of Soil And Grain Size

Section: Chapter Questions

Problem 2.10P: Repeat Problem 2.8 using the following data. 2.8 The following are the results of a sieve and...

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Concept explainers

Soil engineering for highway design

Soil engineering is a part of geotechnical engineering that deals with the characteristics of soil. It also helps to understand the behavior of the soil in different conditions. The basic concepts of soil are studied to check the strength, compressibility, and porosity of the soil. This makes soil engineering an important topic for civil engineering.

Question

* The following plot represents the grain size distribution curves for soils 1. 2 and 3. You are
requested to:
(a) Compute the percentage of gravel, sand, silt, and elay for goll 2 and 3 only
(b) Classify soll J only according to USCS.
(1)
U.S Standard sieve size
3 in.
100
No 4 No 1O No. 40
No. 200
90
80
70
60
50
40
30
20
10
100
10
1.0
0.1
0.01
0.001
Percent finer by weight (or mass)

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