Page 120 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 5,40E+02 5,33E+02 4,55E+02 4,51E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,15E+01 0,00E+00 -9,52E+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 -9,23E+01 -8,83E+01 -2,15E+02 -2,09E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 7,30E+01 7,03E+01 6,16E+01 5,82E+01

0 Chip and spray Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 9,54E+01 9,08E+01 6,49E+01 6,35E+01

Layer 1 RoadCem 2 soil

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -8,95E-03 -8,66E-03 -5,91E-03 -5,77E-03

2,00E+01 2,00E+01 Stress YY 4,20E-01 4,03E-01 -7,83E-04 -8,17E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 4,78E-01 3,30E-01 4,56E-01 3,30E-01 -7,21E-04 6,60E-01 -7,18E-04 6,60E-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 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) 0,33 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4