Page 122 - Microsoft Word - 20120528 Unesco study

1 Shear Angle (Degrees) 0,00E+00 0,00E+00 Displacement UZ (µm) 6,11E+02 6,02E+02 5,05E+02 5,01E+02

Calculation position: Y-Coordinate (m) -1,58E-01 1,58E-01 Displacement UY (µm) 0,00E+00 -1,37E+01 0,00E+00 -1,17E+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 -1,12E+02 -1,09E+02 -2,65E+02 -2,56E+02
(m) Radius µstrain

Horz. (Shear)
(MPa) Stress Load 0,00E+00 0,00E+00 Strain Strain YY XX µstrain 8,57E+01 8,57E+01 7,59E+01 7,13E+01

Horz. (Shear)

Layer 0 Chip & Spray 1 RoadCem soil 2 Vertical Stress (kN) 0,00E+00 0,00E+00 Stress ZZ µstrain 1,18E+02 1,12E+02 8,04E+01 7,86E+01

(MPa) 5,77E-01 5,77E-01 (MPa) -1,12E-02 -1,09E-02 -7,24E-03 -7,05E-03

2,00E+01 2,00E+01 Stress YY 5,00E-01 4,93E-01 -9,35E-04 -9,79E-04
Vertical
Load
(kN) (MPa)

1 2 Stress XX
Number Depth (MPa) (m) 5,84E-01 2,90E-01 5,62E-01 2,90E-01 -8,51E-04 6,20E-01 -8,45E-04 6,20E-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 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) 0,29 Layer Number 1 1 2 2

Project: Layer 1 2 Position 1 2 3 4