Page 97 - Microsoft Word - 20120528 Unesco study
P. 97
2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 5,08E+02 5,01E+02 4,74E+02 4,67E+02 4,32E+02 4,27E+02 3,84E+02 3,81E+02 3,84E+02 3,81E+02
Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -6,13E+00 0,00E+00 -1,46E+01 0,00E+00 -1,46E+01 0,00E+00 -1,35E+01 0,00E+00 -1,35E+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 -6,31E+01 -9,00E+01 -1,39E+02 -1,29E+02 -1,47E+02 -1,40E+02 -1,44E+02 -1,39E+02 -2,20E+02 -2,14E+02
(m) Radius µstrain
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 1,57E+01 6,01E+01 9,54E+01 8,59E+01 9,52E+01 8,80E+01 8,73E+01 8,32E+01 8,73E+01 8,32E+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 8,66E+01 8,84E+01 1,15E+02 1,09E+02 1,03E+02 9,96E+01 9,06E+01 8,91E+01 9,06E+01 8,91E+01
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -9,67E-02 -1,20E-01 -2,50E-02 -2,30E-02 -9,78E-03 -9,28E-03 -4,99E-03 -4,87E-03 -4,99E-03 -4,87E-03
Vertical
2,00E+01 2,00E+01 Stress YY 3,41E-01 7,13E-01 7,94E-02 7,25E-02 1,71E-02 1,60E-02 6,13E-03 5,85E-03 7,05E-04 6,38E-04
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 7,35E-01 1,30E-01 8,71E-01 1,30E-01 8,82E-02 3,80E-01 8,30E-02 3,80E-01 1,80E-02 6,30E-01 1,73E-02 6,30E-01 6,29E-03 9,30E-01 6,14E-03 9,30E-01 7,67E-04 9,30E-01 7,48E-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 6,50E+01 0,35 2,50E+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 0,00E+00 0,00E+00 -1,58E-01 0,
Calculated: Calculated by: Controlled by: Soil type 1 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