Page 129 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,67E+02 2,69E+02 2,57E+02 2,52E+02 2,57E+02 2,52E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 3,45E+00 0,00E+00 -9,24E+00 0,00E+00 -9,24E+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 3,02E+01 -3,90E+01 -2,27E+02 -2,17E+02 -2,27E+02 -2,17E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,49E+01 -9,08E-02 5,86E+01 5,67E+01 5,86E+01 5,67E+01

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,30E+01 -3,16E+00 8,17E+01 7,71E+01 8,17E+01 7,71E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -7,67E-02 -4,91E-01 -1,82E-02 -1,75E-02 -1,82E-02 -1,75E-02
Vertical

2,00E+01 2,00E+01 Stress YY -5,50E-01 -2,75E-01 -2,37E-03 -2,26E-03 -2,37E-03 -2,26E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) -3,16E-01 5,00E-02 -2,92E-01 5,00E-02 -1,08E-03 3,10E-01 -1,13E-03 3,10E-01 -1,08E-03 3,10E-01 -1,13E-03 3,10E-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 7,50E+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 3 Thickness (m) 0,05 0,25 Layer Number 1 1 3 3 3 3

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