Page 133 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,20E+02 2,23E+02 2,12E+02 2,08E+02 2,12E+02 2,08E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 3,15E+00 0,00E+00 -8,55E+00 0,00E+00 -8,55E+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 2,80E+01 -4,11E+01 -4,93E+01 -4,73E+01 -2,09E+02 -2,01E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,30E+01 1,76E+00 5,36E+01 5,30E+01 5,36E+01 5,30E+01
Horz. (Shear)

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,09E+01 -1,16E+00 7,84E+01 7,38E+01 7,84E+01 7,38E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,71E-02 -4,91E-01 -2,22E-02 -2,13E-02 -2,22E-02 -2,13E-02
Vertical

2,00E+01 2,00E+01 Stress YY -5,27E-01 -2,53E-01 2,66E-01 2,60E-01 -2,70E-03 -2,48E-03
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) -2,93E-01 5,00E-02 -2,69E-01 5,00E-02 3,35E-01 3,00E-01 3,18E-01 3,00E-01 -8,65E-04 3,00E-01 -9,37E-04 3,00E-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 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 0,25 Layer Number 1 1 2 2 3 3

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