Page 112 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,48E+02 2,43E+02 2,16E+02 2,09E+02 1,68E+02 1,65E+02 1,68E+02 1,65E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,75E+00 0,00E+00 -1,19E+01 0,00E+00 -8,51E+00 0,00E+00 -8,51E+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 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 -6,06E+01 -8,75E+01 -1,27E+02 -1,17E+02 -1,22E+02 -1,16E+02 -1,52E+02 -1,44E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 1,33E+01 5,77E+01 7,87E+01 6,94E+01 5,57E+01 5,08E+01 5,57E+01 5,08E+01

1. asphalt 2. top base 3. Base course 4. soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 8,40E+01 8,59E+01 9,84E+01 9,26E+01 6,05E+01 5,85E+01 6,05E+01 5,85E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -9,89E-02 -1,22E-01 -3,08E-02 -2,85E-02 -1,43E-02 -1,37E-02 -1,43E-02 -1,37E-02
Vertical

2,00E+01 2,00E+01 Stress YY 3,11E-01 6,84E-01 6,08E-02 5,43E-02 5,42E-03 4,82E-03 1,04E-03 7,60E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,04E-01 1,30E-01 8,41E-01 1,30E-01 6,95E-02 3,80E-01 6,46E-02 3,80E-01 5,95E-03 6,80E-01 5,68E-03 6,80E-01 1,39E-03 6,80E-01 1,33E-03 6,80E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 3 Modulus Poisson's Elasticity Ratio (MPa) 0,35 7,50E+03 0,35 6,00E+02 0,35 1,50E+02 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 0,00E+00 0,00E+00 -1,58E-01 0,00E+00

Calculated: Calculated by: Controlled by: Soil type 4 Thickness (m) 0,13 0,25 0,3 Layer Number 1 1 2 2 3 3 4 4

Project: Layer 1 2 3 4 Position 1 2 3 4 5 6 7 8