Page 118 - Microsoft Word - 20120528 Unesco study

3 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 4,72E+02 4,76E+02 4,63E+02 4,58E+02 4,63E+02 4,58E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 4,08E+00 0,00E+00 -9,60E+00 0,00E+00 -9,60E+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 3,37E+01 -3,52E+01 -4,81E+01 -4,55E+01 -2,46E+02 -2,36E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -5,89E+01 -4,29E+00 6,18E+01 5,82E+01 6,18E+01 5,82E+01
Horz. (Shear)

Layer 1 Asphalt 2 RoadCem 3 soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain -1,61E+01 -6,54E+00 7,75E+01 7,37E+01 7,75E+01 7,37E+01

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -8,04E-02 -4,94E-01 -6,85E-03 -6,61E-03 -6,85E-03 -6,61E-03

2,00E+01 2,00E+01 Stress YY -5,95E-01 -3,22E-01 3,01E-01 2,84E-01 -1,15E-03 -1,17E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) -3,57E-01 5,00E-02 -3,35E-01 5,00E-02 3,45E-01 3,60E-01 3,27E-01 3,60E-01 -8,65E-04 3,60E-01 -8,80E-04 3,60E-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 2,50E+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: Soil type 1 Thickness (m) 0,05 0,31 Layer Number 1 1 2 2 3 3

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