Page 123 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,22E+02 3,25E+02 3,14E+02 3,09E+02 3,14E+02 3,09E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 3,67E+00 0,00E+00 -9,25E+00 0,00E+00 -9,25E+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 3,13E+01 -3,78E+01 -4,89E+01 -4,65E+01 -2,29E+02 -2,19E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,63E+01 -1,59E+00 5,91E+01 5,64E+01 5,91E+01 5,64E+01
Horz. (Shear)

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,39E+01 -4,22E+00 7,88E+01 7,46E+01 7,88E+01 7,46E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,88E-02 -4,93E-01 -1,24E-02 -1,19E-02 -1,24E-02 -1,19E-02
Vertical

2,00E+01 2,00E+01 Stress YY -5,65E-01 -2,92E-01 2,90E-01 2,76E-01 -1,74E-03 -1,72E-03
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) -3,30E-01 5,00E-02 -3,06E-01 5,00E-02 3,45E-01 3,30E-01 3,27E-01 3,30E-01 -1,01E-03 3,30E-01 -1,05E-03 3,30E-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 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

Calculated: Calculated by: Controlled by: Soil type 2 Thickness (m) 0,05 0,28 Layer Number 1 1 2 2 3 3

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