Page 100 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,03E+02 2,98E+02 2,76E+02 2,71E+02 2,42E+02 2,39E+02 2,14E+02 2,12E+02 2,14E+02 2,12E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,68E+00 0,00E+00 -1,06E+01 0,00E+00 -7,91E+00 0,00E+00 -7,96E+00 0,00E+00 -7,96E+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 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 -5,73E+01 -7,18E+01 -1,07E+02 -9,89E+01 -1,06E+02 -1,01E+02 -8,57E+01 -8,32E+01 -1,33E+02 -1,29E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 2,27E+01 4,83E+01 6,96E+01 6,22E+01 5,15E+01 4,77E+01 5,13E+01 4,89E+01 5,13E+01 4,89E+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 7,18E+01 7,13E+01 8,32E+01 7,90E+01 5,53E+01 5,39E+01 5,34E+01 5,24E+01 5,34E+01 5,24E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,80E-02 -8,99E-02 -2,38E-02 -2,21E-02 -1,17E-02 -1,12E-02 -6,12E-03 -5,97E-03 -6,12E-03 -5,97E-03
Vertical

2,00E+01 2,00E+01 Stress YY 3,66E-01 5,77E-01 5,47E-02 4,96E-02 5,80E-03 5,38E-03 7,08E-03 6,74E-03 6,92E-04 6,16E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 6,39E-01 1,60E-01 7,05E-01 1,60E-01 6,08E-02 4,10E-01 5,70E-02 4,10E-01 6,22E-03 6,60E-01 6,06E-03 6,60E-01 7,27E-03 9,60E-01 7,09E-03 9,60E-01 7,66E-04 9,60E-01 7,48E-04 9,60E-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 1,30E+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) 0,16 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