Page 103 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,66E+02 3,60E+02 3,26E+02 3,18E+02 2,76E+02 2,72E+02 2,39E+02 2,36E+02 2,39E+02 2,36E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,33E+00 0,00E+00 -1,48E+01 0,00E+00 -1,04E+01 0,00E+00 -1,01E+01 0,00E+00 -1,01E+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 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 -5,90E+01 -1,09E+02 -1,60E+02 -1,46E+02 -1,47E+02 -1,37E+02 -1,10E+02 -1,06E+02 -1,70E+02 -1,64E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -7,40E+00 7,07E+01 9,75E+01 8,64E+01 6,83E+01 6,18E+01 6,57E+01 6,17E+01 6,57E+01 6,17E+01
Horz. (Shear)

1. asphalt 2. top base 3. Base course 4. sand 5. soil Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 9,77E+01 1,04E+02 1,28E+02 1,20E+02 7,56E+01 7,28E+01 6,91E+01 6,76E+01 6,91E+01 6,76E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,25E-01 -1,73E-01 -3,72E-02 -3,41E-02 -1,66E-02 -1,56E-02 -7,82E-03 -7,56E-03 -7,82E-03 -7,56E-03
Vertical

2,00E+01 2,00E+01 Stress YY 1,62E-01 8,23E-01 7,73E-02 6,94E-02 7,25E-03 6,53E-03 9,11E-03 8,57E-03 9,13E-04 7,92E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,45E-01 1,00E-01 1,01E+00 1,00E-01 9,08E-02 3,50E-01 8,41E-02 3,50E-01 8,05E-03 6,00E-01 7,75E-03 6,00E-01 9,44E-03 9,00E-01 9,14E-03 9,00E-01 1,04E-03 9,00E-01 1,01E-03 9,00E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 4 Modulus Poisson's Elasticity Ratio (MPa) 0,35 7,50E+03 0,35 6,00E+02 0,35 1,50E+02 0,35 1,30E+02 0,35 5,00E+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 0,00E+00 0,00E+00 -1,58E-01 0,

Calculated: Calculated by: Controlled by: Soil type 2 Thickness (m) 0,1 0,25 0,25 0,3 Layer Number 1 1 2 2 3 3 4 4 5 5

Project: Layer 1 2 3 4 5 Position 1 2 3 4 5 6 7 8 9 10