Page 126 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,93E+02 3,85E+02 3,08E+02 3,04E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,20E+01 0,00E+00 -9,40E+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 -1,02E+02 -9,97E+01 -2,03E+02 -1,95E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 7,43E+01 7,59E+01 6,12E+01 5,68E+01

0 Chip & Spray 1 RoadCem Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,09E+02 1,03E+02 6,58E+01 6,39E+01

Layer soil 2

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,83E-02 -1,77E-02 -1,08E-02 -1,04E-02

2,00E+01 2,00E+01 Stress YY 4,39E-01 4,38E-01 -1,01E-03 -1,10E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,29E-01 2,80E-01 5,09E-01 2,80E-01 -8,41E-04 6,10E-01 -8,35E-04 6,10E-01
Load

Unesco - Floods Tabasco 22-11-2011 ir. Ing. Christophe Egyed ir. Ing. Christophe Egyed Road 4 Modulus Poisson's Elasticity Ratio (MPa) 0,35 3,50E+03 0,35 5,00E+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 2 Thickness (m) 0,28 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4