Page 95 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 4,56E+02 4,51E+02 4,30E+02 4,24E+02 3,96E+02 3,93E+02 3,56E+02 3,54E+02 3,56E+02 3,54E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -6,00E+00 0,00E+00 -1,18E+01 0,00E+00 -1,20E+01 0,00E+00 -1,14E+01 0,00E+00 -1,14E+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 -5,84E+01 -7,01E+01 -1,09E+02 -1,01E+02 -1,19E+02 -1,14E+02 -1,21E+02 -1,18E+02 -1,86E+02 -1,82E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 2,69E+01 4,81E+01 7,69E+01 6,99E+01 7,81E+01 7,31E+01 7,35E+01 7,05E+01 7,35E+01 7,05E+01

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 7,07E+01 6,97E+01 8,92E+01 8,53E+01 8,30E+01 8,10E+01 7,59E+01 7,48E+01 7,59E+01 7,48E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,04E-02 -7,99E-02 -1,84E-02 -1,71E-02 -7,77E-03 -7,44E-03 -4,23E-03 -4,15E-03 -4,23E-03 -4,15E-03
Vertical

2,00E+01 2,00E+01 Stress YY 4,04E-01 5,77E-01 6,40E-02 5,90E-02 1,41E-02 1,33E-02 5,13E-03 4,93E-03 5,71E-04 5,22E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 6,47E-01 1,70E-01 6,97E-01 1,70E-01 6,94E-02 4,20E-01 6,58E-02 4,20E-01 1,47E-02 6,70E-01 1,42E-02 6,70E-01 5,25E-03 9,70E-01 5,14E-03 9,70E-01 6,15E-04 9,70E-01 6,01E-04 9,70E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 1 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) 0,17 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