Page 136 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 2,68E+02 2,60E+02 1,94E+02 1,91E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,10E+01 0,00E+00 -7,93E+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 -9,96E+01 -1,01E+02 -1,66E+02 -1,57E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 6,47E+01 7,22E+01 5,19E+01 4,72E+01

0 Chip & Spray 1 RoadCem Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,10E+02 1,04E+02 5,72E+01 5,52E+01

Layer soil 2

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -3,28E-02 -3,20E-02 -1,72E-02 -1,64E-02

2,00E+01 2,00E+01 Stress YY 3,93E-01 4,16E-01 -1,05E-03 -1,25E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,09E-01 2,50E-01 4,98E-01 2,50E-01 -6,63E-04 5,80E-01 -6,60E-04 5,80E-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 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) 0,25 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4