Page 108 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,20E+02 3,14E+02 2,80E+02 2,71E+02 2,22E+02 2,18E+02 2,22E+02 2,18E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,42E+00 0,00E+00 -1,49E+01 0,00E+00 -1,19E+01 0,00E+00 -1,19E+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 -5,96E+01 -1,09E+02 -1,60E+02 -1,46E+02 -1,49E+02 -1,41E+02 -2,10E+02 -1,99E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -6,83E+00 7,13E+01 9,78E+01 8,67E+01 7,82E+01 7,08E+01 7,82E+01 7,08E+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 9,83E+01 1,05E+02 1,28E+02 1,20E+02 8,59E+01 8,28E+01 8,59E+01 8,28E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,24E-01 -1,72E-01 -3,65E-02 -3,36E-02 -1,47E-02 -1,39E-02 -1,47E-02 -1,39E-02
Vertical

2,00E+01 2,00E+01 Stress YY 1,69E-01 8,30E-01 7,79E-02 6,99E-02 1,06E-02 9,54E-03 1,34E-03 1,02E-03
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 7,52E-01 1,00E-01 1,02E+00 1,00E-01 9,14E-02 3,50E-01 8,47E-02 3,50E-01 1,15E-02 6,50E-01 1,09E-02 6,50E-01 1,77E-03 6,50E-01 1,69E-03 6,50E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 4 Modulus Poisson's Elasticity Ratio (MPa) 0,35 7,50E+03 0,35 6,00E+02 0,35 1,50E+02 0,35 7,50E+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

Calculated: Calculated by: Controlled by: Soil type 3 Thickness (m) 0,1 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