Page 137 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,88E+02 2,79E+02 2,05E+02 2,01E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,19E+01 0,00E+00 -8,80E+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 -1,10E+02 -1,13E+02 -1,85E+02 -1,75E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 6,81E+01 8,09E+01 5,78E+01 5,22E+01

0 Chip & Spray 1 RoadCem Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,23E+02 1,18E+02 6,41E+01 6,17E+01

Layer soil 2

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -3,71E-02 -3,66E-02 -1,91E-02 -1,82E-02

2,00E+01 2,00E+01 Stress YY 4,24E-01 4,67E-01 -1,15E-03 -1,38E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,67E-01 2,30E-01 5,62E-01 2,30E-01 -6,86E-04 5,60E-01 -6,80E-04 5,60E-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 1,00E+02 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: Soil type 4 Thickness (m) 0,23 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4