Page 111 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,31E+02 2,26E+02 2,02E+02 1,97E+02 1,60E+02 1,57E+02 1,60E+02 1,57E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,67E+00 0,00E+00 -1,06E+01 0,00E+00 -7,71E+00 0,00E+00 -7,71E+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 -5,83E+01 -7,62E+01 -1,11E+02 -1,03E+02 -1,10E+02 -1,05E+02 -1,37E+02 -1,31E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 1,99E+01 5,07E+01 7,00E+01 6,20E+01 5,03E+01 4,62E+01 5,03E+01 4,62E+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 7,52E+01 7,54E+01 8,52E+01 8,06E+01 5,42E+01 5,26E+01 5,42E+01 5,26E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -8,47E-02 -9,96E-02 -2,68E-02 -2,49E-02 -1,30E-02 -1,24E-02 -1,30E-02 -1,24E-02
Vertical

2,00E+01 2,00E+01 Stress YY 3,50E-01 6,05E-01 5,38E-02 4,83E-02 4,87E-03 4,37E-03 9,19E-04 6,87E-04
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 6,57E-01 1,50E-01 7,42E-01 1,50E-01 6,06E-02 4,00E-01 5,65E-02 4,00E-01 5,30E-03 7,00E-01 5,08E-03 7,00E-01 1,21E-03 7,00E-01 1,16E-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 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) 0,15 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