Page 98 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 5,53E+02 5,47E+02 5,12E+02 5,03E+02 4,61E+02 4,56E+02 4,06E+02 4,02E+02 4,06E+02 4,02E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,54E+00 0,00E+00 -1,71E+01 0,00E+00 -1,69E+01 0,00E+00 -1,53E+01 0,00E+00 -1,53E+01

0,00E+00 0,00E+00 Displacement UX 0,00E+00 0,00E+00 0,00E+00 0,00E+00 0,00E+00 0,00E+00 0,00E+00 0,00E+00 0,00E+00 0,00E+00 = normative value for further calculations (fatique relation)
(m) X-Coordinate (µm)

1,05E-01 1,05E-01 Strain ZZ -6,03E+01 -1,10E+02 -1,70E+02 -1,57E+02 -1,73E+02 -1,63E+02 -1,63E+02 -1,58E+02 -2,50E+02 -2,42E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -6,07E+00 7,20E+01 1,12E+02 1,01E+02 1,10E+02 1,01E+02 9,90E+01 9,38E+01 9,90E+01 9,38E+01
Horz. (Shear)

1. asphalt 2. top base 3. Base course 4. sand 5. soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 9,91E+01 1,06E+02 1,43E+02 1,34E+02 1,21E+02 1,17E+02 1,03E+02 1,02E+02 1,03E+02 1,02E+02

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,23E-01 -1,71E-01 -3,20E-02 -2,93E-02 -1,17E-02 -1,10E-02 -5,64E-03 -5,49E-03 -5,64E-03 -5,49E-03
Vertical

2,00E+01 2,00E+01 Stress YY 1,78E-01 8,39E-01 9,36E-02 8,52E-02 1,98E-02 1,83E-02 6,98E-03 6,62E-03 8,13E-04 7,28E-04
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 7,62E-01 1,00E-01 1,03E+00 1,00E-01 1,07E-01 3,50E-01 1,00E-01 3,50E-01 2,10E-02 6,00E-01 2,01E-02 6,00E-01 7,19E-03 9,00E-01 6,99E-03 9,00E-01 8,95E-04 9,00E-01 8,70E-04 9,00E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 4 Modulus Poisson's Elasticity Ratio (MPa) 0,35 7,50E+03 0,35 6,00E+02 0,35 1,50E+02 0,35 6,50E+01 0,35 2,50E+01 Y-Coordinate X-Coordinate (m) (m) 0,00E+00 0,00E+00 -1,58E-01 0,00E+00 0,00E+00 0,00E+00 -1,58E-01 0,00E+00 0,00E+00 0,00E+00 -1,58E-01 0,00E+00 0,00E+00 0,00E+00 -1,58E-01 0,00E+00 0,00E+00 0,00E+00 -1,58E-01 0,

Calculated: Calculated by: Controlled by: Soil type 1 Thickness (m) 0,1 0,25 0,25 0,3 Layer Number 1 1 2 2 3 3 4 4 5 5

Project: Layer 1 2 3 4 5 Position 1 2 3 4 5 6 7 8 9 10