Page 130 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,98E+02 2,91E+02 2,29E+02 2,25E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -8,92E+00 0,00E+00 -8,01E+00

0,00E+00 0,00E+00 Displacement UX 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 -7,87E+01 -7,69E+01 -1,70E+02 -1,63E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 5,55E+01 5,58E+01 5,23E+01 4,80E+01
Horz. (Shear)

Layer 0 Chip & Spray 1 RoadCem soil 2 Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 8,18E+01 7,73E+01 5,70E+01 5,52E+01

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -2,69E-02 -2,94E-02 -1,34E-02 -1,29E-02

2,00E+01 2,00E+01 Stress YY 3,21E-01 3,15E-01 -1,05E-03 -1,19E-03
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 3,89E-01 2,60E-01 3,70E-01 2,60E-01 -7,90E-04 5,90E-01 -7,86E-04 5,90E-01
Load

Unesco - Floods Tabasco 22-11-2011 ir. Ing. Christophe Egyed ir. Ing. Christophe Egyed Road 3 Modulus Poisson's Elasticity Ratio (MPa) 0,35 3,50E+03 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

Calculated: Calculated by: Controlled by: Soiltype 3 Thickness (m) 0,28 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4