Page 132 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,40E+02 3,31E+02 2,51E+02 2,46E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,27E+01 0,00E+00 -9,67E+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 -1,13E+02 -1,15E+02 -2,05E+02 -1,95E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 7,44E+01 8,39E+01 6,33E+01 5,77E+01

0 Chip & Spray 1 RoadCem Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,25E+02 1,19E+02 6,94E+01 6,70E+01

Layer soil 2

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -2,97E-02 -2,91E-02 -1,61E-02 -1,54E-02

2,00E+01 2,00E+01 Stress YY 4,56E-01 4,85E-01 -1,17E-03 -1,33E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,87E-01 2,40E-01 5,77E-01 2,40E-01 -8,26E-04 5,70E-01 -8,17E-04 5,70E-01
Load

Unesco - Floods Tabasco 22-11-2011 ir. Ing. Christophe Egyed ir. Ing. Christophe Egyed Road 5 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) 0,24 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4