Page 135 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,50E+02 2,44E+02 1,84E+02 1,81E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,01E+01 0,00E+00 -7,18E+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 -9,08E+01 -8,98E+01 -1,50E+02 -1,42E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 6,11E+01 6,49E+01 4,70E+01 4,29E+01
Horz. (Shear)

Layer 0 Chip & Spray 1 RoadCem soil 2 Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 9,79E+01 9,25E+01 5,14E+01 4,97E+01

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -2,92E-02 -2,83E-02 -1,55E-02 -1,49E-02

2,00E+01 2,00E+01 Stress YY 3,65E-01 3,73E-01 -9,62E-04 -1,14E-03
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 4,60E-01 2,70E-01 4,44E-01 2,70E-01 -6,33E-04 6,00E-01 -6,30E-04 6,00E-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 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

Calculated: Calculated by: Controlled by: Soil type 4 Thickness (m) 0,27 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4