Page 109 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,44E+02 3,40E+02 2,98E+02 2,89E+02 2,33E+02 2,29E+02 2,33E+02 2,29E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -4,49E+00 0,00E+00 -1,66E+01 0,00E+00 -1,31E+01 0,00E+00 -1,31E+01

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 -5,05E+01 -1,27E+02 -1,84E+02 -1,69E+02 -1,66E+02 -1,55E+02 -2,34E+02 -2,19E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -3,35E+01 8,25E+01 1,09E+02 9,73E+01 8,62E+01 7,74E+01 8,62E+01 7,74E+01
Horz. (Shear)

1. asphalt 2. top base 3. Base course 4. soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,05E+02 1,18E+02 1,51E+02 1,40E+02 9,60E+01 9,22E+01 9,60E+01 9,22E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,43E-01 -2,25E-01 -4,27E-02 -3,93E-02 -1,63E-02 -1,54E-02 -1,63E-02 -1,54E-02
Vertical

2,00E+01 2,00E+01 Stress YY -4,85E-02 9,37E-01 8,73E-02 7,89E-02 1,17E-02 1,05E-02 1,47E-03 1,09E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,23E-01 8,00E-02 1,13E+00 8,00E-02 1,06E-01 3,30E-01 9,79E-02 3,30E-01 1,28E-02 6,30E-01 1,21E-02 6,30E-01 2,01E-03 6,30E-01 1,91E-03 6,30E-01
Load

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

Calculated: Calculated by: Controlled by: Soil type 3 Thickness (m) 0,08 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