Page 124 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,31E+02 3,34E+02 3,23E+02 3,18E+02 3,23E+02 3,18E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 3,74E+00 0,00E+00 -9,63E+00 0,00E+00 -9,63E+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 3,19E+01 -3,72E+01 -5,11E+01 -4,88E+01 -2,40E+02 -2,30E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,68E+01 -2,00E+00 6,13E+01 5,90E+01 6,13E+01 5,90E+01
Horz. (Shear)

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,46E+01 -4,82E+00 8,28E+01 7,84E+01 8,28E+01 7,84E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,80E-02 -4,92E-01 -1,31E-02 -1,26E-02 -1,31E-02 -1,26E-02
Vertical

2,00E+01 2,00E+01 Stress YY -5,71E-01 -2,96E-01 3,02E-01 2,89E-01 -1,88E-03 -1,84E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) -3,36E-01 5,00E-02 -3,12E-01 5,00E-02 3,62E-01 3,20E-01 3,44E-01 3,20E-01 -1,09E-03 3,20E-01 -1,12E-03 3,20E-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 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: Soiltype 2 Thickness (m) 0,05 0,27 Layer Number 1 1 2 2 3 3

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