Laboratorio de Suelos i

7/26/2019 Laboratorio de Suelos i

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GRANULOMETRA

Peso bajo malla N 4 3820 grs.Peso sobre malla N 4 644.6 grs.peso total 4464.6 grs.

% Finos 10.5

peso humeo !gr" 600peso se#o !gr" 566.6

agua !gr." 33.4peso sin $ino !gr." 4&.3

% humea ' 6

(ami) *bertura Peso +e#o !gr" % ,etenio ,et. *#umulao3- 80 0 0.0

2 12- 63 0 0.0 0.02- 50 0 0.0 0.0

112- 40 4.6 2.1 2.11- 25 1&1.8 3.8 6.0

34- 20 &4.8 1.& &.612- 12.5 0 0.0 &.638- .5 153.2 3.4 11.1N 4 5 150.2 3.4 14.4N 10 2 2&.3 4.1 18.6N16 1.25 0 0.0 18.6N 20 0.85 0 0.0 18.6N30 0.63 0 0.0 18.6N 40 0.5 3 5. 24.4N 60 0.25 0 0.0 24.4

N 100 0.16 0 0.0 24.4N 200 0.08 431 65.1 8.5Fino 0.001 6.3 10.5 100.0

Resultados Granulometria

Abertura (mm) % que pasa Sub !ase !ase Est80 100.063.0 100.050.0 100.0 100.0 100 10040.0 8. 10025.0 83.8 100.0 55 8520.0 &3.3 &5.5 60.0 &5.0 30 655.0 53.3 65.0 20 55


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2.0 43.2 50 10 450.5 21.3 30 5 250.1 &. 20 50.0

0.0 0.0 0.1 1.0

0

30

60

0

120 Granulometr#a

Abertura (mm)

%$uep

asa


3/18

% /ue pasa100.0100.0100.0&.4.02.42.488.85.681.481.481.481.4&5.6&5.6&5.610.50.0

bili"ada arpeta de Rodado

100&0.0 100 10055.0 100.0 &0.045.0 80.0 50.035.0 50.0 25.025.0 30.0 10.0


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15.0 15.0 5.05 5 00 3 0

10.0 100.0


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L&M&TES 'E ATTER!ERG

Limite Liquido

apsula olpes26 22.50 16 4.1031 21.80 18 4&.0066 15.00 21 43.4062 22.40 28 53.404 15.30 31 43.0

Limite lastio

apsula3 24.6 4&.30 43.80

2& 15.3 30.00 2&.&06 15 30.50 28.10

Limite lastio*el % e humea no ebe i$erir en mas e 1% ' se elimina #apsu

Limite Liquidoolpes % e humea

16 1.8218 1.4321 1.3328 18.&&31 1.6&

Peso #apsula!gr" Peso suelo humeo #apsula !gr"

Peso #apsula!gr" suelo humeo #aps Peso suelo se#o #apsula !gr"

1.00

1.20

1.40

1.60

1.80

20.00

/um

edad


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0L (%)1 23450 (%)1 2647

& 833

1418.20

18.40

18.60

18.80

%de


7/18

Peso *gua Peso +uelo +e#o % e humea44.&0 4.40 22.20 1.8242.0 4.10 21.10 1.4338.80 4.60 23.80 1.3348.50 4.0 26.10 18.&&3.20 4.&0 23.0 1.6&

Peso *gua Peso +uelo +e#o % e humea3.50 1.20 18.232.30 12.40 18.552.40 13.10 18.32

la 30 se sa#a el promeio #on las otras os restantes

1.40

Peso suelo se#o #apsula !gr"

$!" ' 0.023&115211 1.442324535

UR+A 'E ,LU&'E-


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16 18 20 22 24 26 28 30 32

N. de Golpes


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&

7as asas se en#uentran en gramos

Muestra Masa in:metro Masa Sea Muestra Masa ,raso Mas A;ua

ms Ma1 205 25 810

s.' 2.68

7a iea es reali)ar mas e una muestra 9 :er si el :alor es #er#ano e no ser asi realesten mas o menos el oren.

(emperatura15 0.481& 0.8811 0.8321 0.822 0.&&824 0.&225 0.&042& 0.65228 0.62430 0.55

31 0.515

;

0.

0

5

10

15

20

25

30

35

TEMERATURA


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N9METRO

Masa ,raso Mas A;ua Mas Muestra Temperatura ,ator 'e orrei:n

Mn T . al


11/18

ROTOR MO'&,&A'Omole #hi#o

:olumen mole 2115 #m3peso mole 23 gr

Pro#tor humea m humea !gr" m se#a !gr" % humea1 5% 601 56&.0 6.02 6% 601 561.5 &.03 4% 601 56&.8 5.84 &% 601 551.& 8.5 3% 601 5&2. 4.

% humea ensia #ompa#taa !gr#m3" ensia se#a !gr#m3"5 820 52& 2.504 2.3636 8365 53&2 2.540 2.3&34 8180 518& 2.452 2.31&& 8311 5318 2.514 2.3083 8040 504& 2.386 2.2&5

4.04866 2.2&55.84&122& 2.31&5.64&266 2.363&.034&2841 2.3&38.360155 2.308

=umedad optima 1 27> %'MS1 2736 ;r?m4


12/18

0.0600.0&00.0580.080.04

6 8 10

2.220

2.240

2.260

2.280

2.300

2.320

2.340

2.360

2.380

2.400


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'ensidad En SituEnsa@o de ono de Arena

=P,=+*>

?@,*>

A@B*BCN >

F=D* >

Eensiaaterial e>alle o pasajePeso material hmeo 618 gramos

Peso e arena ini#ial 8000 gramosPeso e arena #ono in$erior 1&66 gramosPeso e arena sobrante 2036 gramosPeso e arena en el ho9o 418 gramosEensia e arena 1.54& !( m3"E..D. !( m3" 2.284Dumea !%" 4.6E..+. !( m3" 2.184E...+. ! Pro#tor" 2.28 !( m3"rao e #ompa#ta#iGn 5.8 %

?@+=,H*B?N=+


14/18

'ensidad Maima @ Minima

?7E= 1 2 3*7(A,* E=7 ?7E= !#m." 15.5 15.5 15.5P=+? E=7 ?7E= *+ =7 +A=7? !r." &45 &05 &18E=+=N+? P,?=EB? !#m." 3.5 3.25 3.625P=+? ?7E= !r." 3610 3610 3610H?7A=N ?7E= !#m.3" 2854 2854 2854E=N+BE*E BNB* +=* !r.#m.3" 1.51 1.505 1.50

*,=* ?,,=BE* 644.452 &22.&06 66&.468E=N+BE*E *IB* +=* !r.#m.3" 1.62 2.015 1.&0

E=N+BE*E BNB* +=* !r.#m.3" 1.505

E=N+BE*E *IB* +=* !r.#m.3" 2.015

E=N+BE*E BN +B(A +=* !r.#m.3" 1.24

E=N+BE*E ,=7*(BH*' 86 %


15/18

ANAL&S&S AL&,ORN&A

ENSABO 'E OMATA&ON

?7E=NA=,? DA=E*E % P=+?+!r."?7P=+ *P*,=N(= ,=*7 ?7E= *(=,B*7 ?7E=

3 56 12.5 363 48228 25 12.5 185 5010

E...+' 1.88 !r.#m3" E...+ J5%' 1.&5 !r.#m3"

ENSABO 'E ENETRA&ON

(B=P? P=N=(,*B?N ?N+(*N(= ?7E= 56 ?7P=+

seg. Pulgaas 7=(A,* *,* !7bs." % .@.,.0 0 0 0 0

30 0.025 13 14660 0.050 28 2550 0.0&5 48 400

120 0.100 3000 &2 5&4150 0.125 3 &26180 0.150 112 864

210 0.1&5 134 1024240 0.200 4500 152 11552&0 0.225 166 1256300 0.250 180 1358330 0.2&5 14 1460360 0.300 6&00 206 154&

200

400

600

800

1000

1200

1400

1600

1800

$!" ' 421&.&36263&363 6.3435164835

$!" ' 533.4461538462 2&.110&62308

ENSABO 'E ENETRA&ONA=+(,* 56 ?7P=+

7inear !A=+(,* 56?7P=+"

ARGA(Lbs)


16/18

0 0.05 0.1 0.15 0.2 0.25 0.3 0.350

ENETRA&ON (ul;adas)

10 12 14 16 18 20 22 24 2

$!" ' 0.0146&&4&42 1.50$!" ' 0.01585848&5 1.582410865

ORENTACE 'E !R

ORENTACE %

'ENS&'A'(Gr?m4

)


17/18

H?7A=N E=N+BE*E=+ !r.#m3"*(=,B*7 ?7E= !#m.3" DA=E* +=*

4541 2141 2.121 1.88541&5 2086 2.001 1.&&

?7E= 25 ?7P=+ ?7E= 10 ?7P=+7=(A,* *,* !7bs." % .@.,. 7=(A,* *,* !7bs." % .@.,.

0 06 5 51

13 146 5123 218 5135 305 514 40& 5164 516 51

80 632 516 &48 51113 8&2 51131 1002 51148 1126 51166 1256 51

MUSTRA 5D GOLES MUSTRA 5 GOLESNO RE$U&ERE ORRE&ON ORREG&'A

P*,* 01- ' 0.01644111.1 %

P*,* 01- 0.1164411

P*,* 02- BN(=,P?7*NE? 3&2 12.4 %25.& %

P*,* 02- 0.2164411

BN(=,P?7*NE? 82 18.4 %

P*,* 01-E=N+BE*E P?,=N(*K=


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1.885 1.11.&& 12.4

P*,* 02-E=N+BE*E P?,=N(*K=

1.885 25.&1.&& 18.4

.@., 01 -' 13 %.@., 02 -' 1 %

6 28

664451

Laboratorio de Suelos i

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