Page 96 - Microsoft Word - 20120528 Unesco study

2 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 4,81E+02 4,75E+02 4,51E+02 4,45E+02 4,14E+02 4,10E+02 3,70E+02 3,67E+02 3,70E+02 3,67E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -6,14E+00 0,00E+00 -1,31E+01 0,00E+00 -1,33E+01 0,00E+00 -1,24E+01 0,00E+00 -1,24E+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 -6,13E+01 -7,92E+01 -1,23E+02 -1,14E+02 -1,32E+02 -1,26E+02 -1,32E+02 -1,28E+02 -2,02E+02 -1,97E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 2,29E+01 5,36E+01 8,56E+01 7,74E+01 8,62E+01 8,02E+01 8,01E+01 7,66E+01 8,01E+01 7,66E+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 7,83E+01 7,84E+01 1,01E+02 9,63E+01 9,21E+01 8,97E+01 8,29E+01 8,16E+01 8,29E+01 8,16E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -8,23E-02 -9,73E-02 -2,14E-02 -1,98E-02 -8,70E-03 -8,29E-03 -4,59E-03 -4,49E-03 -4,59E-03 -4,49E-03
Vertical

2,00E+01 2,00E+01 Stress YY 3,86E-01 6,40E-01 7,12E-02 6,53E-02 1,56E-02 1,46E-02 5,61E-03 5,38E-03 6,36E-04 5,79E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 6,93E-01 1,50E-01 7,78E-01 1,50E-01 7,81E-02 4,00E-01 7,37E-02 4,00E-01 1,62E-02 6,50E-01 1,57E-02 6,50E-01 5,75E-03 9,50E-01 5,62E-03 9,50E-01 6,88E-04 9,50E-01 6,72E-04 9,50E-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 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) 0,15 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