Page 107 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,87E+02 2,82E+02 2,54E+02 2,48E+02 2,07E+02 2,03E+02 2,07E+02 2,03E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,85E+00 0,00E+00 -1,25E+01 0,00E+00 -1,03E+01 0,00E+00 -1,03E+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 = normative value for further calculations (fatique relation)

(m) X-Coordinate (µm)

1,05E-01 1,05E-01 Strain ZZ -6,12E+01 -8,81E+01 -1,30E+02 -1,19E+02 -1,28E+02 -1,21E+02 -1,80E+02 -1,71E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 1,39E+01 5,83E+01 8,23E+01 7,30E+01 6,71E+01 6,15E+01 6,71E+01 6,15E+01

1. asphalt 2. top base 3. Base course 4. soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 8,47E+01 8,66E+01 1,02E+02 9,63E+01 7,27E+01 7,04E+01 7,27E+01 7,04E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -9,83E-02 -1,22E-01 -2,91E-02 -2,69E-02 -1,26E-02 -1,20E-02 -1,26E-02 -1,20E-02
Vertical

2,00E+01 2,00E+01 Stress YY 3,19E-01 6,92E-01 6,51E-02 5,85E-02 9,05E-03 8,25E-03 1,14E-03 8,93E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,12E-01 1,30E-01 8,49E-01 1,30E-01 7,39E-02 3,80E-01 6,88E-02 3,80E-01 9,67E-03 6,80E-01 9,24E-03 6,80E-01 1,45E-03 6,80E-01 1,39E-03 6,80E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 3 Modulus Poisson's Elasticity Ratio (MPa) 0,35 7,50E+03 0,35 6,00E+02 0,35 1,50E+02 0,35 7,50E+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

Calculated: Calculated by: Controlled by: Soil type 3 Thickness (m) 0,13 0,25 0,3 Layer Number 1 1 2 2 3 3 4 4

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