Page 119 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 4,84E+02 4,87E+02 4,75E+02 4,70E+02 4,75E+02 4,70E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 4,17E+00 0,00E+00 -9,99E+00 0,00E+00 -9,99E+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 3,45E+01 -3,45E+01 -5,02E+01 -4,76E+01 -2,57E+02 -2,47E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,95E+01 -4,82E+00 6,42E+01 6,07E+01 6,42E+01 6,07E+01
Horz. (Shear)

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,69E+01 -7,25E+00 8,12E+01 7,73E+01 8,12E+01 7,73E+01

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,98E-02 -4,94E-01 -7,19E-03 -6,94E-03 -7,19E-03 -6,94E-03

2,00E+01 2,00E+01 Stress YY -6,02E-01 -3,29E-01 3,13E-01 2,96E-01 -1,23E-03 -1,24E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) -3,65E-01 5,00E-02 -3,42E-01 5,00E-02 3,61E-01 3,50E-01 3,43E-01 3,50E-01 -9,16E-04 3,50E-01 -9,31E-04 3,50E-01
Load

Unesco - Floods Tabasco 22-11-2011 ir. Ing. Christophe Egyed ir. Ing. Christophe Egyed Road 2 Modulus Poisson's Elasticity Ratio (MPa) 0,35 7,50E+03 0,25 3,50E+03 0,35 2,50E+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: Soiltype 1 Thickness (m) 0,05 0,3 Layer Number 1 1 2 2 3 3

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