Page 105 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,60E+02 2,54E+02 2,33E+02 2,28E+02 1,93E+02 1,90E+02 1,93E+02 1,90E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,71E+00 0,00E+00 -1,05E+01 0,00E+00 -8,85E+00 0,00E+00 -8,85E+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 -5,75E+01 -7,20E+01 -1,06E+02 -9,84E+01 -1,09E+02 -1,04E+02 -1,54E+02 -1,47E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 2,29E+01 4,84E+01 6,93E+01 6,19E+01 5,76E+01 5,33E+01 5,76E+01 5,33E+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 7,19E+01 7,15E+01 8,29E+01 7,87E+01 6,17E+01 6,00E+01 6,17E+01 6,00E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,78E-02 -8,96E-02 -2,35E-02 -2,19E-02 -1,08E-02 -1,04E-02 -1,08E-02 -1,04E-02
Vertical

2,00E+01 2,00E+01 Stress YY 3,69E-01 5,79E-01 5,46E-02 4,94E-02 7,73E-03 7,12E-03 9,57E-04 7,65E-04
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 6,41E-01 1,60E-01 7,07E-01 1,60E-01 6,07E-02 4,10E-01 5,69E-02 4,10E-01 8,18E-03 7,10E-01 7,86E-03 7,10E-01 1,18E-03 7,10E-01 1,14E-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 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) 0,16 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