Page 102 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,32E+02 3,26E+02 2,99E+02 2,93E+02 2,58E+02 2,55E+02 2,26E+02 2,24E+02 2,26E+02 2,24E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,79E+00 0,00E+00 -1,25E+01 0,00E+00 -9,08E+00 0,00E+00 -8,99E+00 0,00E+00 -8,99E+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 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 -6,09E+01 -8,78E+01 -1,30E+02 -1,20E+02 -1,25E+02 -1,18E+02 -9,72E+01 -9,39E+01 -1,50E+02 -1,45E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 1,35E+01 5,80E+01 8,24E+01 7,31E+01 5,93E+01 5,44E+01 5,81E+01 5,50E+01 5,81E+01 5,50E+01

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 8,43E+01 8,62E+01 1,02E+02 9,63E+01 6,45E+01 6,24E+01 6,07E+01 5,96E+01 6,07E+01 5,96E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -9,86E-02 -1,22E-01 -2,95E-02 -2,72E-02 -1,39E-02 -1,32E-02 -6,92E-03 -6,72E-03 -6,92E-03 -6,72E-03
Vertical

2,00E+01 2,00E+01 Stress YY 3,15E-01 6,88E-01 6,49E-02 5,84E-02 6,50E-03 5,95E-03 8,04E-03 7,62E-03 8,00E-04 7,04E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 7,08E-01 1,30E-01 8,44E-01 1,30E-01 7,37E-02 3,80E-01 6,87E-02 3,80E-01 7,07E-03 6,30E-01 6,84E-03 6,30E-01 8,29E-03 9,30E-01 8,06E-03 9,30E-01 8,96E-04 9,30E-01 8,74E-04 9,30E-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 1,30E+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) 0,13 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