Page 97 - Microsoft Word - 20120528 Unesco study
P. 97

2                        Shear   Angle  (Degrees)  0,00E+00  0,00E+00  Displacement  UZ  (µm)  5,08E+02  5,01E+02  4,74E+02  4,67E+02  4,32E+02  4,27E+02  3,84E+02  3,81E+02  3,84E+02  3,81E+02


              Calculation position:            Y-Coordinate  (m)  -1,58E-01  1,58E-01  Displacement  UY  (µm)  0,00E+00  -6,13E+00  0,00E+00  -1,46E+01  0,00E+00  -1,46E+01  0,00E+00  -1,35E+01  0,00E+00  -1,35E+01







                                                   0,00E+00  0,00E+00      Displacement  UX  0,00E+00  0,00E+00  0,00E+00  0,00E+00  0,00E+00  0,00E+00  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  -6,31E+01  -9,00E+01  -1,39E+02  -1,29E+02  -1,47E+02  -1,40E+02  -1,44E+02  -1,39E+02  -2,20E+02  -2,14E+02
                                                 (m) Radius                      µstrain



                                                 (MPa)  Stress  0,00E+00  0,00E+00  Strain  YY  µstrain  1,57E+01  6,01E+01  9,54E+01  8,59E+01  9,52E+01  8,80E+01  8,73E+01  8,32E+01  8,73E+01  8,32E+01
                                       Horz. (Shear)





                 1. asphalt  2. top base  3. Base course  4. sand  5. soil  Horz. (Shear)  Load  (kN)  0,00E+00  0,00E+00  Strain  XX  µstrain  8,66E+01  8,84E+01  1,15E+02  1,09E+02  1,03E+02  9,96E+01  9,06E+01  8,91E+01  9,06E+01  8,91E+01



                                                 (MPa)  Stress  5,77E-01  5,77E-01  Stress  ZZ  (MPa)  -9,67E-02  -1,20E-01  -2,50E-02  -2,30E-02  -9,78E-03  -9,28E-03  -4,99E-03  -4,87E-03  -4,99E-03  -4,87E-03
                                       Vertical

                                                   2,00E+01  2,00E+01      Stress  YY  3,41E-01  7,13E-01  7,94E-02  7,25E-02  1,71E-02  1,60E-02  6,13E-03  5,85E-03  7,05E-04  6,38E-04
                                       Vertical
                                               Load
                                                 (kN)                            (MPa)

                                                   1  2                    Stress  XX
                                                 Number                       Depth  (MPa)  (m)  7,35E-01  1,30E-01  8,71E-01  1,30E-01  8,82E-02  3,80E-01  8,30E-02  3,80E-01  1,80E-02  6,30E-01  1,73E-02  6,30E-01  6,29E-03  9,30E-01  6,14E-03  9,30E-01  7,67E-04  9,30E-01  7,48E-04  9,30E-01
                                               Load





            Unesco - Floods Tabasco  5-12-2011  ing. Pascal Lakerveld  ir. Ing. Christophe Egyed  Traffic class 3  Modulus  Poisson's  Elasticity  Ratio  (MPa)  0,35  7,50E+03  0,35  6,00E+02  0,35  1,50E+02  0,35  6,50E+01  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  0,00E+00  0,00E+00  -1,58E-01  0,00E+00  0,00E+00  0,00E+00  -1,58E-01  0,00E+00  0,00E+00  0,00E+00  -1,58E-01  0,














              Calculated:  Calculated by:  Controlled by:  Soil type 1  Thickness  (m)  0,13  0,25  0,25  0,3               Layer  Number  1  1  2  2  3  3  4  4  5  5



            Project:                           Layer  1  2  3  4  5           Position  1  2  3  4  5  6  7  8  9  10
   92   93   94   95   96   97   98   99   100   101   102