Page 104 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,91E+02 3,87E+02 3,45E+02 3,36E+02 2,89E+02 2,84E+02 2,48E+02 2,45E+02 2,48E+02 2,45E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -4,37E+00 0,00E+00 -1,65E+01 0,00E+00 -1,14E+01 0,00E+00 -1,09E+01 0,00E+00 -1,09E+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 -4,97E+01 -1,26E+02 -1,84E+02 -1,69E+02 -1,64E+02 -1,52E+02 -1,19E+02 -1,14E+02 -1,84E+02 -1,77E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -3,43E+01 8,18E+01 1,08E+02 9,68E+01 7,48E+01 6,71E+01 7,10E+01 6,64E+01 7,10E+01 6,64E+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 1,05E+02 1,17E+02 1,50E+02 1,40E+02 8,41E+01 8,06E+01 7,51E+01 7,33E+01 7,51E+01 7,34E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,43E-01 -2,25E-01 -4,35E-02 -3,99E-02 -1,88E-02 -1,75E-02 -8,47E-03 -8,18E-03 -8,47E-03 -8,18E-03
Vertical

2,00E+01 2,00E+01 Stress YY -5,71E-02 9,28E-01 8,63E-02 7,81E-02 7,73E-03 6,90E-03 9,86E-03 9,23E-03 9,82E-04 8,43E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,14E-01 8,00E-02 1,12E+00 8,00E-02 1,05E-01 3,30E-01 9,71E-02 3,30E-01 8,76E-03 5,80E-01 8,40E-03 5,80E-01 1,03E-02 8,80E-01 9,90E-03 8,80E-01 1,13E-03 8,80E-01 1,10E-03 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 1,30E+02 0,35 5,00E+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 2 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