Page 114 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,00E+02 2,97E+02 2,55E+02 2,45E+02 1,89E+02 1,85E+02 1,89E+02 1,85E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -4,49E+00 0,00E+00 -1,59E+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 = normative value for further calculations (fatique relation)
(m) X-Coordinate (µm)

1,05E-01 1,05E-01 Strain ZZ -5,05E+01 -1,27E+02 -1,81E+02 -1,66E+02 -1,59E+02 -1,48E+02 -1,97E+02 -1,85E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -3,35E+01 8,25E+01 1,04E+02 9,31E+01 7,15E+01 6,38E+01 7,15E+01 6,38E+01
Horz. (Shear)

1. asphalt 2. top base 3. Base course 4. soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,05E+02 1,18E+02 1,46E+02 1,36E+02 7,99E+01 7,66E+01 7,99E+01 7,66E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,43E-01 -2,25E-01 -4,48E-02 -4,12E-02 -1,86E-02 -1,75E-02 -1,86E-02 -1,75E-02
Vertical

2,00E+01 2,00E+01 Stress YY -4,87E-02 9,36E-01 8,21E-02 7,40E-02 7,00E-03 6,07E-03 1,33E-03 9,06E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,22E-01 8,00E-02 1,13E+00 8,00E-02 1,01E-01 3,30E-01 9,29E-02 3,30E-01 7,93E-03 6,30E-01 7,49E-03 6,30E-01 1,96E-03 6,30E-01 1,85E-03 6,30E-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 1,00E+02 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 4 Thickness (m) 0,08 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