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. Table 2%P#200%P#10D10D30D60LLLP0,075 mm2,0 mmmmmmm%%68100?????????5025 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

Percentage passing through 0.075 mm is given and percentage passing through 2 mm is given and…

Answered: Table 2 %P#200 %P#10 D10 D30 D60 LL LP…

Engineering

Civil Engineering

Table 2 %P#200 %P#10 D10 D30 D60 LL LP 0,075 mm 2,0 mm % % mm m m 68 100 ??? ??? ??? 50 25

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 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.

Table 2
%P#200
%P#10
D10
D30
D60
LL
LP
0,075 mm
2,0 mm
mm
m
mm
%
%
68
100
???
???
???
50
25

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

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