Page 101 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,13E+02 3,07E+02 2,84E+02 2,78E+02 2,47E+02 2,44E+02 2,18E+02 2,16E+02 2,18E+02 2,16E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,75E+00 0,00E+00 -1,12E+01 0,00E+00 -8,28E+00 0,00E+00 -8,29E+00 0,00E+00 -8,29E+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 -5,88E+01 -7,67E+01 -1,14E+02 -1,05E+02 -1,12E+02 -1,06E+02 -8,94E+01 -8,66E+01 -1,38E+02 -1,34E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 2,05E+01 5,12E+01 7,36E+01 6,56E+01 5,40E+01 4,98E+01 5,35E+01 5,08E+01 5,35E+01 5,08E+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 7,57E+01 7,59E+01 8,89E+01 8,42E+01 5,81E+01 5,66E+01 5,57E+01 5,47E+01 5,57E+01 5,47E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -8,43E-02 -9,91E-02 -2,55E-02 -2,36E-02 -1,24E-02 -1,18E-02 -6,38E-03 -6,21E-03 -6,38E-03 -6,21E-03
Vertical

2,00E+01 2,00E+01 Stress YY 3,56E-01 6,11E-01 5,79E-02 5,23E-02 6,03E-03 5,56E-03 7,38E-03 7,03E-03 7,27E-04 6,45E-04
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 6,63E-01 1,50E-01 7,49E-01 1,50E-01 6,47E-02 4,00E-01 6,06E-02 4,00E-01 6,49E-03 6,50E-01 6,31E-03 6,50E-01 7,59E-03 9,50E-01 7,40E-03 9,50E-01 8,08E-04 9,50E-01 7,89E-04 9,50E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 2 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) 0,15 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