DISEÑO GEOMETRICO
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ESTUDIO DE SUELOSHUMEDADESGEOMETRIAVIASSUELOSGEOTECNIAHIDROLOGIA
Transcript of DISEÑO GEOMETRICO
APIQUE 1 APIQUE 2 APIQUE 3
6 7 7
5 5 6
5 5 6
4 5 5
6 7 6
2 3 2
2 2 3
CANTIDAD DE ENSAYOS
PRUEBAS DE
LABORATORIO
Humedad Natural - INV E 122-07
Lmite Lquido - INV E 125-07
Lmite Plstico - INV E 125-07
Densidad Peso unitario
Lavado en el tamiz 200 - INV E 123-07
ENSAYOS DE
RESISTENCIA
Resistencia Qu - INV E 152-07
Penetracion normal NF de Campo INV E-111-07
TOTAL
20
16
16
14
19
7
7
CANTIDAD DE ENSAYOS
PRUEBAS DE
LABORATORIO
Humedad Natural - INV E 122-07
Lmite Lquido - INV E 125-07
Lmite Plstico - INV E 125-07
Densidad Peso unitario
Lavado en el tamiz 200 - INV E 123-07
ENSAYOS DE
RESISTENCIA
Resistencia Qu - INV E 152-07
Penetracion normal NF de Campo INV E-111-07
A.P.P CONTROL INGENIERIA
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
4%
11%
17%
7%
15%
23%
0% 10% 20% 30%
53%
60%
37%
56%
49%
45%
0% 50% 100%
0.86
1.42
0.0 2.0 4.0 6.0 8.0 10.0
0.0%
30.7%
26.8%
31.4%
24.7%
29.7%
0.0%
22.7%
18.5%
20.3%
16.4%
20.5%
0% 20% 40%
--
CL3.0 - 4.2
0.0 - 1.0
CL
2.0 - 3.0
4.2 - 5.2
1.0 - 2.0
5.2 - 6.2
SC
SC
SC
A.P.P CONTROL INGENIERIA
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
14%
9%
12%
6%
17%
18%
17%
0% 10% 20%
32%
40%
72%
65%
54%
61%
48%
0% 50% 100%
0.91
0.41
0.24
0.0 0.5 1.0 1.5 2.0
0.0%
26.7%
26.5%
25.3%
24.8%
24.4%
26.4%
0.0%
18.0%
17.7%
17.4%
17.9%
16.4%
19.9%
0% 20% 40%
--
CL -ML
3.0 - 4.0
0.0 - 0.5
CL
2.0 - 3.0
4.0 - 5.0
0.5 - 1.0
1.0 - 2.0
5.0 - 6.0
CL
CL
SM -SC
SC
A.P.P CONTROL INGENIERIA
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
11%
15%
15%
18%
17%
25%
15%
0% 10% 20% 30%
65%
63%
53%
46%
57%
65%
0% 50% 100%
0.31
0.47
0.0 0.5 1.0 1.5 2.0
29.4%
28.6%
25.4%
26.3%
24.6%
29.9%
19.6%
20.1%
17.8%
17.2%
16.9%
20.0%
0% 20% 40%
CL
CL3.0 - 4.0
CL
2.0 - 3.0
0.0 - 0.5
4.0 - 5.0
0.5 - 1.0
1.0 - 2.0
5.0 - 5.3
SC
CL
CL
CL
30.67
26.80
31.37
24.70
29.73
26.72
26.52
24.80
24.40
26.41
29.42
28.56
25.40
26.33
24.63
29.94
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
0 10 20 30 40 50 60 70 80 90 100
Ind
ice
de
Pla
stic
ida
d
IP (
%)
Lmite lquido, LL
CARTA DE PLASTICIDAD DE SUELOS
Sondeo 1 Sondeo 2 Sondeo 3 Sondeo 4 Sondeo 5 Sondeo 6 Sondeo 7 Sondeo 8 Sondeo 9
CL-ML
CL: Arcilla de bajaplasticidad
CH: Arcilla de alta plasticidad
ML: Limo de baja plasticidad
MH: Limo de alta plasticidad
OL - OH: Limos orgnicos
Ln
ea
B L
L=50
%
CLo
OL
CHo
OH
ML o
OL
MH o
OH A-2-4A-4
A-2-6A-6
A-7-6
A-2-7A-7-5
A-2-5A-5
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
0 10 20 30 40 50 60 70 80 90 100
Ind
ice
de
Pla
stic
ida
d
IP (
%)
Lmite lquido, LL
CARTA DE PLASTICIDAD DE SUELOS
Sondeo 1 Sondeo 2 Sondeo 3
CL-ML
CL: Arcilla de bajaplasticidad
CH: Arcilla de alta plasticidad
ML: Limo de baja plasticidad
MH: Limo de alta plasticidad
OL - OH: Limos orgnicos
Ln
ea
B L
L=50
%
CLo
OL
CHo
OH
ML o
OL
MH o
OH A-2-4A-4
A-2-6A-6
A-7-6
A-2-7A-7-5
A-2-5A-5
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
0 10 20 30 40 50 60 70 80 90 100
Ind
ice
de
Pla
stic
ida
d
IP (
%)
Lmite lquido, LL
CARTA DE PLASTICIDAD DE SUELOS
Sondeo 1 Sondeo 2 Sondeo 3
CL-ML
CL: Arcilla de bajaplasticidad
CH: Arcilla de alta plasticidad
ML: Limo de baja plasticidad
MH: Limo de alta plasticidad
OL - OH: Limos orgnicos
Ln
ea
B L
L=50
%
CLo
OL
CHo
OH
ML o
OL
MH o
OH
0
10
20
30
40
50
60
70
0 10 20 30 40 50 60 70 80 90 100
nd
ice
de
Pla
stic
ida
d,
IP
Lmite lquido, LL
Carta de plasticidad del Sistema AASHTO
Sondeo 1 Sondeo 2 Sondeo 3
A-2-4A-4
A-2-6A-6
A-7-6
A-2-7A-7-5
A-2-5A-5
Muy Alto > 63 > 32
Alto 50 - 63 23 -45
Medio 39 - 50 23-.34
Bajo < 39 < 20
Potencial
de
Expansin
Limite
Lquido
LL (%)
Indice de
Plasticidad
IP (%)
Muy blanda
Blanda
Mediana
Firme
Muy Firme
Dura
Resistencia a la compresin
inconfinada Kg/cmConsistencia del suelo
> 4.00
Kg/cm
< 0.25
0.25 - 0.50
0.50 - 1.00
1.00 -2.00
2.00 - 4.00
Tunja
Sa =1.2AvFvI
T Sa = 2.5AaFaI Sa =
1.2AvFvTLI
T2Sa = 2.5AaFaI 0.6 + 0.6
T
T0
Sv = 1.87AvFvI Sv = 3.9AaFaTI Sv = 3.9AaFaIT 0.4 + 0.6 (T
To) Sv =
1.87AvFvI
Sd = 0.3AvFvTI Sd = 0.62AaFaIT2 Sd = 0.3AvFvITL Sd = 0.62AaFaI2 0.4 + 0.6 (/0
Tc = 0.48AvFv
AaFa
TL = 2.4Fv T0 = 0.1AvFv
AaFaT0 = 0.1
AvFv
AaFa
u=c.Nc.fcs.fcd.fci+
sup+Df.Nq.fqs.fqd.fqi+0.5.B.N
Nq = Tan2 + 45(+ /2 )e
tan
Nc = (Nq-1) cot
N = 2(Nq +1) tan
Fqd = 1 + 2Tan(1 sen)
Df
B
Fqd = 1 + 2Tan 1 sen 2Tan
1 Df
B
Fcd = 1 + 0,4Tan
1 Df
B
Fcd = 1 + 0,4
Df
B
=1
[ (
1 + 12 + 1
1 + 12 1
) + (1 + 1
2 + 1
1 + 12 1
)]
1 =
Si = qB(1 2)/Eu
Base B(m) Largo L(m) Nc Nq N Fcs Fqs Fs Fcd Fqd Fd Fci Fqi Fi
0.50 0.50 1.0 1.0 5.14 1.00 0.00 1.19 1.00 0.60 1.40 1.00 1.00 1.00 1.00 0.00 35.4 11.8 3.0
0.50 0.70 0.7 1.0 5.14 1.00 0.00 1.14 1.00 0.71 1.40 1.00 1.00 1.00 1.00 0.00 33.8 11.3 4.0
0.50 1.00 0.5 1.0 5.14 1.00 0.00 1.10 1.00 0.80 1.40 1.00 1.00 1.00 1.00 0.00 32.6 10.9 5.5
0.50 1.20 0.4 1.0 5.14 1.00 0.00 1.08 1.00 0.83 1.40 1.00 1.00 1.00 1.00 0.00 32.1 10.7 6.4
0.50 1.50 0.3 1.0 5.14 1.00 0.00 1.06 1.00 0.87 1.40 1.00 1.00 1.00 1.00 0.00 31.7 10.6 8.0
0.50 1.80 0.3 1.0 5.14 1.00 0.00 1.05 1.00 0.89 1.40 1.00 1.00 1.00 1.00 0.00 31.3 10.4 9.4
0.50 2.00 0.3 1.0 5.14 1.00 0.00 1.05 1.00 0.90 1.40 1.00 1.00 1.00 1.00 0.00 31.2 10.4 10.4
0.50 2.50 0.2 1.0 5.14 1.00 0.00 1.04 1.00 0.92 1.40 1.00 1.00 1.00 1.00 0.00 30.9 10.3 12.9
0.70 0.70 1.0 0.7 5.14 1.00 0.00 1.19 1.00 0.60 1.29 1.00 1.00 1.00 1.00 0.00 32.6 10.9 5.3
0.70 1.00 0.7 0.7 5.14 1.00 0.00 1.14 1.00 0.72 1.29 1.00 1.00 1.00 1.00 0.00 31.0 10.3 7.2
0.70 1.20 0.6 0.7 5.14 1.00 0.00 1.11 1.00 0.77 1.29 1.00 1.00 1.00 1.00 0.00 30.4 10.1 8.5
0.70 1.50 0.5 0.7 5.14 1.00 0.00 1.09 1.00 0.81 1.29 1.00 1.00 1.00 1.00 0.00 29.8 9.9 10.4
0.70 1.80 0.4 0.7 5.14 1.00 0.00 1.08 1.00 0.84 1.29 1.00 1.00 1.00 1.00 0.00 29.4 9.8 12.3
0.70 2.00 0.4 0.7 5.14 1.00 0.00 1.07 1.00 0.86 1.29 1.00 1.00 1.00 1.00 0.00 29.2 9.7 13.6
0.70 2.50 0.3 0.7 5.14 1.00 0.00 1.05 1.00 0.89 1.29 1.00 1.00 1.00 1.00 0.00 28.9 9.6 16.8
1.00 1.00 1.0 0.5 5.14 1.00 0.00 1.19 1.00 0.60 1.20 1.00 1.00 1.00 1.00 0.00 30.5 10.2 10.2
1.00 1.20 0.8 0.5 5.14 1.00 0.00 1.16 1.00 0.67 1.20 1.00 1.00 1.00 1.00 0.00 29.7 9.9 11.9
1.00 1.50 0.7 0.5 5.14 1.00 0.00 1.13 1.00 0.73 1.20 1.00 1.00 1.00 1.00 0.00 28.9 9.6 14.4
1.00 1.80 0.6 0.5 5.14 1.00 0.00 1.11 1.00 0.78 1.20 1.00 1.00 1.00 1.00 0.00 28.3 9.4 16.9
1.00 2.00 0.5 0.5 5.14 1.00 0.00 1.10 1.00 0.80 1.20 1.00 1.00 1.00 1.00 0.00 28.1 9.4 18.8
1.00 2.50 0.4 0.5 5.14 1.00 0.00 1.08 1.00 0.84 1.20 1.00 1.00 1.00 1.00 0.00 27.6 9.2 23.0
1.20 1.20 1.0 0.4 5.14 1.00 0.00 1.19 1.00 0.60 1.17 1.00 1.00 1.00 1.00 0.00 29.7 9.9 14.3
1.20 1.50 0.8 0.4 5.14 1.00 0.00 1.16 1.00 0.68 1.17 1.00 1.00 1.00 1.00 0.00 28.7 9.6 17.3
1.20 1.80 0.7 0.4 5.14 1.00 0.00 1.13 1.00 0.73 1.17 1.00 1.00 1.00 1.00 0.00 28.1 9.4 20.3
1.20 2.00 0.6 0.4 5.14 1.00 0.00 1.12 1.00 0.76 1.17 1.00 1.00 1.00 1.00 0.00 27.8 9.3 22.3
1.20 2.50 0.5 0.4 5.14 1.00 0.00 1.09 1.00 0.
