Page 134 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,26E+02 2,29E+02 2,19E+02 2,14E+02 2,19E+02 2,14E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 3,19E+00 0,00E+00 -8,89E+00 0,00E+00 -8,89E+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 2,85E+01 -4,07E+01 -5,15E+01 -4,98E+01 -2,20E+02 -2,12E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,33E+01 1,52E+00 5,54E+01 5,55E+01 5,54E+01 5,55E+01

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,14E+01 -1,60E+00 8,25E+01 7,77E+01 8,25E+01 7,77E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,62E-02 -4,90E-01 -2,33E-02 -2,25E-02 -2,33E-02 -2,25E-02
Vertical

2,00E+01 2,00E+01 Stress YY -5,31E-01 -2,56E-01 2,76E-01 2,72E-01 -2,96E-03 -2,66E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) -2,98E-01 5,00E-02 -2,73E-01 5,00E-02 3,52E-01 2,90E-01 3,35E-01 2,90E-01 -9,54E-04 2,90E-01 -1,02E-03 2,90E-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 1,00E+02 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 4 Thickness (m) 0,05 0,24 Layer Number 1 1 2 2 3 3

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