A soil sample presents the physical indices presented in Table 2. Determining the classificationof the soil sample, according to the Unified Classification System (SUCS), diagram in Figure 1. CNU > 4 e 1< cC < 3CNU < 4 ou 1> CC > 3% P #200 < 5GWGPG>S:G% P #200 > 12GCGCGMGM5 < #200 < 12GW-GC, GP-GM, etc.sw CNU > 6 e 1 < cC < 3CNU < 6 ou 1> cc > 3% P#200 < 50% P #200 < 5SP% P #200 > 12SCS>G:SSCSMSMIP = 0,73-(LL-20)5< #200 < 12sw-sc, SP-Sc, etc.CL58CHCH% P#200 > 50M.MLFigure 1OHMHCLMHOLOLMLLL100OH2050 Table 2 Physical indices of the soil samplesoils%P#200%P#10D10D30D60LLLP0,075 mm2,0 mmmmmmmm%%A68100?????????5025

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Answered: Determining the classification of the…

Determining the classification of the soil sample, according to the Unified Classification System (SUCS), diagram in Figure 1.

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 2.6P: Repeat Problem 2.4 with the following data. 2.4 The following are the results of a sieve analysis....

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Concept explainers

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems:

Question

A soil sample presents the physical indices presented in Table 2. Determining the classification
of the soil sample, according to the Unified Classification System (SUCS), diagram in Figure 1.

CNU > 4 e 1< cC < 3
CNU < 4 ou 1> CC > 3
% P #200 < 5
GW
GP
G>S:G
% P #200 > 12
GC
GC
GM
GM
5 < #200 < 12
GW-GC, GP-GM, etc.
sw CNU > 6 e 1 < cC < 3
CNU < 6 ou 1> cc > 3
% P#200 < 50
% P #200 < 5
SP
% P #200 > 12
SC
S>G:S
SC
SM
SM
IP = 0,73-(LL-20)
5< #200 < 12
sw-sc, SP-Sc, etc.
CL
58
CH
CH
% P#200 > 50
M.
ML
Figure 1
OH
MH
CL
MH
OL
OL
ML
LL
100
OH
20
50

Table 2 Physical indices of the soil sample
soils
%P#200
%P#10
D10
D30
D60
LL
LP
0,075 mm
2,0 mm
mm
mm
mm
%
%
A
68
100
???
???
???
50
25

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