Page 127 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 4,20E+02 4,11E+02 3,25E+02 3,21E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,32E+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 -1,13E+02 -1,12E+02 -2,26E+02 -2,17E+02
(m) Radius µstrain

(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 7,99E+01 8,45E+01 6,82E+01 6,30E+01
Horz. (Shear)

Layer 0 Chip & Spray 1 RoadCem soil 2 Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,22E+02 1,16E+02 7,36E+01 7,15E+01

(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -2,06E-02 -2,01E-02 -1,20E-02 -1,16E-02
Vertical

2,00E+01 2,00E+01 Stress YY 4,78E-01 4,89E-01 -1,11E-03 -1,21E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,88E-01 2,60E-01 5,71E-01 2,60E-01 -9,05E-04 5,90E-01 -8,96E-04 5,90E-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 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) 0,26 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4