Page 106 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,68E+02 2,63E+02 2,40E+02 2,34E+02 1,97E+02 1,94E+02 1,97E+02 1,94E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,79E+00 0,00E+00 -1,12E+01 0,00E+00 -9,30E+00 0,00E+00 -9,30E+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 -5,90E+01 -7,69E+01 -1,13E+02 -1,05E+02 -1,15E+02 -1,09E+02 -1,62E+02 -1,55E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 2,07E+01 5,14E+01 7,34E+01 6,54E+01 6,06E+01 5,59E+01 6,06E+01 5,59E+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 7,60E+01 7,61E+01 8,87E+01 8,40E+01 6,51E+01 6,32E+01 6,51E+01 6,32E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -8,40E-02 -9,89E-02 -2,52E-02 -2,34E-02 -1,14E-02 -1,09E-02 -1,14E-02 -1,09E-02
Vertical

2,00E+01 2,00E+01 Stress YY 3,59E-01 6,14E-01 5,79E-02 5,22E-02 8,14E-03 7,48E-03 1,02E-03 8,07E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 6,66E-01 1,50E-01 7,51E-01 1,50E-01 6,47E-02 4,00E-01 6,05E-02 4,00E-01 8,64E-03 7,00E-01 8,29E-03 7,00E-01 1,26E-03 7,00E-01 1,21E-03 7,00E-01
Load

Unesco - Floods Tabasco 5-12-2011 ing. Pascal Lakerveld ir. Ing. Christophe Egyed Traffic class 2 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) 0,15 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