Page 110 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,23E+02 2,18E+02 1,96E+02 1,91E+02 1,56E+02 1,54E+02 1,56E+02 1,54E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,59E+00 0,00E+00 -1,00E+01 0,00E+00 -7,34E+00 0,00E+00 -7,34E+00

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 -5,67E+01 -7,12E+01 -1,04E+02 -9,64E+01 -1,05E+02 -9,97E+01 -1,30E+02 -1,24E+02

(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 2,21E+01 4,77E+01 6,61E+01 5,87E+01 4,79E+01 4,41E+01 4,79E+01 4,41E+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 7,11E+01 7,07E+01 7,96E+01 7,54E+01 5,14E+01 4,99E+01 5,14E+01 4,99E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,85E-02 -9,03E-02 -2,50E-02 -2,33E-02 -1,23E-02 -1,18E-02 -1,23E-02 -1,18E-02
Vertical

2,00E+01 2,00E+01 Stress YY 3,59E-01 5,70E-01 5,08E-02 4,56E-02 4,62E-03 4,16E-03 8,65E-04 6,51E-04
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 6,32E-01 1,60E-01 6,98E-01 1,60E-01 5,68E-02 4,10E-01 5,30E-02 4,10E-01 5,01E-03 7,10E-01 4,80E-03 7,10E-01 1,13E-03 7,10E-01 1,08E-03 7,10E-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 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) 0,16 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