Page 113 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,78E+02 2,73E+02 2,38E+02 2,30E+02 1,80E+02 1,77E+02 1,80E+02 1,77E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -5,37E+00 0,00E+00 -1,42E+01 0,00E+00 -9,87E+00 0,00E+00 -9,87E+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 -5,92E+01 -1,09E+02 -1,57E+02 -1,44E+02 -1,43E+02 -1,34E+02 -1,78E+02 -1,67E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain -7,17E+00 7,09E+01 9,37E+01 8,27E+01 6,48E+01 5,84E+01 6,48E+01 5,84E+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 9,79E+01 1,05E+02 1,24E+02 1,16E+02 7,15E+01 6,88E+01 7,15E+01 6,88E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,25E-01 -1,73E-01 -3,84E-02 -3,54E-02 -1,68E-02 -1,59E-02 -1,68E-02 -1,59E-02
Vertical

2,00E+01 2,00E+01 Stress YY 1,64E-01 8,26E-01 7,31E-02 6,52E-02 6,34E-03 5,56E-03 1,22E-03 8,61E-04
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 7,48E-01 1,00E-01 1,01E+00 1,00E-01 8,65E-02 3,50E-01 7,99E-02 3,50E-01 7,08E-03 6,50E-01 6,72E-03 6,50E-01 1,72E-03 6,50E-01 1,63E-03 6,50E-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 1,00E+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) 0,1 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