Page 99 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 5,86E+02 5,82E+02 5,40E+02 5,29E+02 4,82E+02 4,76E+02 4,21E+02 4,17E+02 4,21E+02 4,17E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -4,42E+00 0,00E+00 -1,90E+01 0,00E+00 -1,85E+01 0,00E+00 -1,66E+01 0,00E+00 -1,66E+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 -5,00E+01 -1,26E+02 -1,95E+02 -1,80E+02 -1,93E+02 -1,81E+02 -1,77E+02 -1,71E+02 -2,71E+02 -2,62E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -3,40E+01 8,20E+01 1,24E+02 1,12E+02 1,21E+02 1,10E+02 1,07E+02 1,01E+02 1,07E+02 1,01E+02
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 1,05E+02 1,17E+02 1,66E+02 1,55E+02 1,35E+02 1,30E+02 1,13E+02 1,10E+02 1,13E+02 1,10E+02

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,42E-01 -2,24E-01 -3,78E-02 -3,47E-02 -1,32E-02 -1,24E-02 -6,13E-03 -5,95E-03 -6,13E-03 -5,95E-03
Vertical

2,00E+01 2,00E+01 Stress YY -5,27E-02 9,32E-01 1,04E-01 9,50E-02 2,17E-02 1,99E-02 7,57E-03 7,16E-03 8,82E-04 7,82E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,19E-01 8,00E-02 1,13E+00 8,00E-02 1,23E-01 3,30E-01 1,14E-01 3,30E-01 2,32E-02 5,80E-01 2,21E-02 5,80E-01 7,83E-03 8,80E-01 7,60E-03 8,80E-01 9,80E-04 8,80E-01 9,51E-04 8,80E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 5 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) 0,08 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