Page 121 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 5,73E+02 5,66E+02 4,79E+02 4,75E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,25E+01 0,00E+00 -1,05E+01

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 -1,01E+02 -9,76E+01 -2,38E+02 -2,31E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 7,90E+01 7,74E+01 6,82E+01 6,42E+01

0 Chip & Spray 1 RoadCem Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,06E+02 1,01E+02 7,20E+01 7,04E+01

Layer soil 2

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -9,98E-03 -9,67E-03 -6,53E-03 -6,36E-03

2,00E+01 2,00E+01 Stress YY 4,58E-01 4,44E-01 -8,54E-04 -8,93E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,27E-01 3,10E-01 5,05E-01 3,10E-01 -7,83E-04 6,40E-01 -7,78E-04 6,40E-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 2,50E+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 1 Thickness (m) 0,31 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4