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.