Page 131 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 3,17E+02 3,09E+02 2,37E+02 2,34E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,16E+01 0,00E+00 -8,69E+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 -1,02E+02 -1,02E+02 -1,84E+02 -1,75E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress 0,00E+00 0,00E+00 Strain YY µstrain 6,99E+01 7,50E+01 5,68E+01 5,20E+01

0 Chip & Spray 1 RoadCem Horz. (Shear) Load (kN) 0,00E+00 0,00E+00 Strain XX µstrain 1,11E+02 1,06E+02 6,19E+01 5,98E+01

Layer soil 2

Vertical
(MPa) Stress 5,77E-01 5,77E-01 Stress ZZ (MPa) -2,62E-02 -2,55E-02 -1,44E-02 -1,38E-02

2,00E+01 2,00E+01 Stress YY 4,20E-01 4,33E-01 -1,06E-03 -1,21E-03
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,28E-01 2,60E-01 5,12E-01 2,60E-01 -7,81E-04 5,90E-01 -7,76E-04 5,90E-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 7,50E+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 3 Thickness (m) 0,26 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4