Page 125 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,68E+02 3,62E+02 2,92E+02 2,89E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,10E+01 0,00E+00 -8,50E+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 -9,28E+01 -8,96E+01 -1,83E+02 -1,76E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 6,91E+01 6,86E+01 5,52E+01 5,14E+01

0 Chip & Spray 1 RoadCem Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 9,78E+01 9,27E+01 5,91E+01 5,76E+01

Layer soil 2

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -1,63E-02 -1,57E-02 -9,75E-03 -9,44E-03

2,00E+01 2,00E+01 Stress YY 4,03E-01 3,95E-01 -9,26E-04 -1,01E-03
Vertical
Load
(kN) (MPa)
1 2 Stress XX
Number Depth (MPa) (m) 4,78E-01 3,00E-01 4,57E-01 3,00E-01 -7,82E-04 6,30E-01 -7,77E-04 6,30E-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 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) 0,3 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4