Page 128 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,59E+02 2,62E+02 2,52E+02 2,47E+02 2,52E+02 2,47E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 3,39E+00 0,00E+00 -8,98E+00 0,00E+00 -8,98E+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 = normative value for further calculations (fatique relation)
(m) X-Coordinate (µm)

1,05E-01 1,05E-01 Strain ZZ 2,96E+01 -3,95E+01 -4,97E+01 -4,76E+01 -2,21E+02 -2,11E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,45E+01 2,17E-01 5,68E+01 5,52E+01 5,68E+01 5,52E+01
Horz. (Shear)

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,24E+01 -2,65E+00 7,98E+01 7,53E+01 7,98E+01 7,53E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,76E-02 -4,92E-01 -1,77E-02 -1,70E-02 -1,77E-02 -1,70E-02
Vertical

2,00E+01 2,00E+01 Stress YY -5,45E-01 -2,71E-01 2,81E-01 2,71E-01 -2,28E-03 -2,17E-03
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) -3,11E-01 5,00E-02 -2,87E-01 5,00E-02 3,45E-01 3,10E-01 3,27E-01 3,10E-01 -1,00E-03 3,10E-01 -1,05E-03 3,10E-01
Load

Unesco - Floods Tabasco 22-11-2011 ir. Ing. Christophe Egyed ir. Ing. Christophe Egyed Road 1 Modulus Poisson's Elasticity Ratio (MPa) 0,35 7,50E+03 0,25 3,50E+03 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

Calculated: Calculated by: Controlled by: Soil type 3 Thickness (m) 0,05 0,26 Layer Number 1 1 2 2 3 3

Project: Layer 1 2 3 Position 1 2 3 4 5 6