STRENGHT PARAMETERS WHIT THE STANDARD PENETRATION T EST

PROJECT : ESTACIN DE POLICA LA TOLA - NARIOSITE : MUNICIPIO DE LA TOLA, DEPARTAMENTO DE NARIO DATE : 20/07/2014CLIENT : CONSORCIO COSTA SUR

Boring = 4 Effective energy Eo = 0.45 Internal linner (1/0) = 1 Boring diameter (cm) = 10Water Table = 2.2 Reference energy Er = 0.72 Revetment correction 3 = 1 Diameter Correction 4 = 1

c ' = -0.40 Energy Correction 1 = 0.63 ' = 33.00

c ' mn= 0.00 ' mn= 33.00

Sample Thickn (m) Z (m) N (T/m3) v (T/m2) u (T/m2)'v (T/m Rs K CN LT (m) 2 N ' equ (o) 'v (T/m2) (T/m2)

2.50 2.95 1 0.45 2.73 27 1.72 4.69 0.52 4.17 0.417 0.9 1.35 2.73 0.75 17.1 29.6 4.17 2.773.50 3.95 2 0.45 3.73 28 1.75 6.52 1.50 5.02 0.502 0.9 1.28 3.73 0.75 16.7 29.5 5.02 3.234.50 4.95 3 0.45 4.73 29 1.80 8.51 2.48 6.03 0.603 0.9 1.20 4.73 0.85 18.5 30.2 6.03 3.915.50 5.95 4 0.45 5.73 37 1.85 10.59 3.46 7.13 0.713 0.9 1.13 5.73 0.85 22.3 31.7 7.13 4.806.50 6.95 5 0.45 6.73 44 1.85 12.44 4.44 8.00 0.800 0.9 1.09 6.73 0.95 28.5 33.9 8.00 5.777.50 7.95 6 0.45 7.73 33 1.85 14.29 5.42 8.87 0.887 0.9 1.05 7.73 0.95 20.5 31.0 8.87 5.738.50 8.95 7 0.45 8.73 35 1.85 16.14 6.40 9.74 0.974 0.9 1.01 8.73 0.95 21.0 31.2 9.74 6.309.50 9.95 8 0.45 9.73 56 1.85 17.99 7.38 10.61 1.061 0.9 0.98 9.73 0.95 32.5 35.1 10.61 7.87

10.50 10.95 9 0.45 10.7 36 1.85 19.84 8.36 11.48 1.148 0.9 0.94 10.7 0.95 20.2 30.9 11.48 7.2611.50 11.95 10 0.45 11.7 35 1.85 21.69 9.34 12.35 1.235 0.9 0.92 11.7 0.95 19.0 30.4 12.35 7.6512.50 12.95 11 0.45 12.7 37 1.85 23.54 10.33 13.22 1.322 0.9 0.89 12.7 0.95 19.5 30.6 13.22 8.2213.50 13.95 12 0.45 13.7 40 1.85 25.39 11.31 14.09 1.409 0.9 0.86 13.7 0.95 20.5 31.0 14.09 8.86

'min = equ' min (o)= 29.5equ' medio (o)= 31.3

NSPT = 36.09

BIBLIOGRAFA:GONZALEZ G. ALVARO J., Estimativo de Parmetros Efectivos de Resistencia con el SPT (1999). X Jornadas Geotcnicas de la Ingeniera Colombiana - SCI - SCG, Documento Completo.

Depth (m)

MAXIMILIANO VILLADIEGO ESTRADAINGENIERO CIVIL

CALLE 143 No 46 - 55, BOGOT3123623582 / 3005647154

y = 0.6125x + 0.3794

R2 = 0.9662

2.00

4.00

6.00

8.00

10.00

3.00 5.00 7.00 9.00 11.00 13.00 15.00

EFFECTIVE STRESS 'v (T/m2)

SH

EA

R S

TR

EN

GH

T

(T/m

2)

Serie1 Serie2 Lineal (Serie2)

STRENGHT PARAMETERS WHIT THE STANDARD PENETRATION T EST

PROJECT : ESTACIN DE POLICA LA TOLA - NARIOSITE : MUNICIPIO DE LA TOLA, DEPARTAMENTO DE NARIO DATE : 20/07/2014CLIENT : CONSORCIO COSTA SUR

Boring = 5 Effective energy Eo = 0.45 Internal linner (1/0) = 1 Boring diameter (cm) = 10Water Table = 2.2 Reference energy Er = 0.72 Revetment correction 3 = 1 Diameter Correction 4 = 1

c ' = -1.14 Energy Correction 1 = 0.63 ' = 37.00

c ' mn= 0.00 ' mn= 37.00

Sample Thickn (m) Z (m) N (T/m3) v (T/m2) u (T/m2)'v (T/m Rs K CN LT (m) 2 N ' equ (o) 'v (T/m2) (T/m2)

3.50 3.95 1 0.45 3.73 28 1.72 6.41 1.50 4.91 0.491 0.9 1.28 3.73 0.75 16.9 29.5 4.91 3.924.50 4.95 2 0.45 4.73 31 1.75 8.27 2.48 5.79 0.579 0.9 1.22 4.73 0.85 20.1 30.8 5.79 4.605.50 5.95 3 0.45 5.73 33 1.80 10.31 3.46 6.85 0.685 0.9 1.15 5.73 0.85 20.2 30.9 6.85 5.246.50 6.95 4 0.45 6.73 32 1.85 12.44 4.44 8.00 0.800 0.9 1.09 6.73 0.95 20.7 31.1 8.00 5.977.50 7.95 5 0.45 7.73 36 1.85 14.29 5.42 8.87 0.887 0.9 1.05 7.73 0.95 22.4 31.7 8.87 6.638.50 8.95 6 0.45 8.73 43 1.85 16.14 6.40 9.74 0.974 0.9 1.01 8.73 0.95 25.8 33.0 9.74 7.469.50 9.95 7 0.45 9.73 55 1.85 17.99 7.38 10.61 1.061 0.9 0.98 9.73 0.95 31.9 35.0 10.61 8.56

10.50 10.95 8 0.45 10.7 45 1.85 19.84 8.36 11.48 1.148 0.9 0.94 10.7 0.95 25.2 32.8 11.48 8.5311.50 11.95 9 0.45 11.7 50 1.85 21.69 9.34 12.35 1.235 0.9 0.92 11.7 0.95 27.2 33.4 12.35 9.3012.50 12.95 10 0.45 12.7 36 1.85 23.54 10.33 13.22 1.322 0.9 0.89 12.7 0.95 19.0 30.4 13.22 8.9013.50 13.95 11 0.45 13.7 39 1.85 25.39 11.31 14.09 1.409 0.9 0.86 13.7 0.95 20.0 30.8 14.09 9.5414.50 14.95 12 0.45 14.7 39 1.85 27.24 12.29 14.95 1.495 0.9 0.84 14.7 0.95 19.4 30.6 14.95 9.98

'min = equ' min (o)= 29.5equ' medio (o)= 31.8

NSPT = 38.91

BIBLIOGRAFA:GONZALEZ G. ALVARO J., Estimativo de Parmetros Efectivos de Resistencia con el SPT (1999). X Jornadas Geotcnicas de la Ingeniera Colombiana - SCI - SCG, Documento Completo.

Depth (m)

MAXIMILIANO VILLADIEGO ESTRADAINGENIERO CIVIL

CALLE 143 No 46 - 55, BOGOT3123623582 / 3005647154

y = 0.6180x + 1.1629

R2 = 0.9633

2.00

4.00

6.00

8.00

10.00

12.00

3.00 5.00 7.00 9.00 11.00 13.00 15.00 17.00

EFFECTIVE STRESS 'v (T/m2)

SH

EA

R S

TR

EN

GH

T

(T/m

2)

Serie1 Serie2 Lineal (Serie2)