Page 127 - SAPEM-Chapter-10-2nd-edition-2014
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South African Pavement Engineering Manual
                                              Chapter 10:  Pavement Design



                  Pavement Structure                        Loading                  Climate
                  •  Support  & concrete  layers: thickness,    •  Axle spectra, from   •  Temperatures
                     properties                                 WIM data             •   Rainfall
                  •  Type of pavement & slab dimensions     •   Number of axles to   •   Humidity
                  •  Joint types                                determine n
                  •  Steel dimensions


                  Variation in concrete mix properties &
                  strength
                  • Cement & water content
                  • Aggregate properties
                  • Flexural strength
                  • Shrinkage: determines crack spacing for
                    CRC & load transfer at cracks/joints
                  • Curling: determines voids between
                    subbase and concrete slab


                  Variation in slab support
                  • Combine support layers to get one layer
                    below the subbase
                  • Subbase stiffness and erosion
                    characteristics



                                       Calculate Stress
                                       Stress is a function of
                                       • Load transfer from aggregate and dowels
                                       • Development of voids due to curling and
                                         subbase erosion
                                       • Loading: load and tyre pressure


                                       Determine Structural Capacity
                                                        for
                                       • Shattered slabs
                                       • Pumping
                                       • Faulting


                                       Determine Damage
                                       Number of instances when n > N to determine:
                                       • Shattered slabs (%)
                                       • Faulting (mm)
                                       • Pumping (%)


                                       Performance
                                       •   Predict change in IRI with time and loading
                                       •   Calculate life cycle costs

                     Figure 53.  Flowchart for Mechanistic-Empirical Design of Concrete Pavements




                                   Section 7:  Structural Capacity Estimation:  Concrete Pavements
                                                         Page 116
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