Page 9 - SAPEM-Chapter-10-2nd-edition-2014
P. 9

South African Pavement Engineering Manual
                                              Chapter 10:  Pavement Design

              5.   Pavement Investigation and Design Process .................................................................................. 54
                   5.1   Design Investigation ............................................................................................................. 55
                         5.1.1  New Design ............................................................................................................... 56
                         5.1.2  Rehabilitation Design .................................................................................................. 56
                   5.2   Design Considerations ........................................................................................................... 62
                         5.2.1  Material Availability and Cost ....................................................................................... 62
                         5.2.2  Constructability .......................................................................................................... 62
                         5.2.3  Performance Adequacy ............................................................................................... 62
                         5.2.4  Maintainability ............................................................................................................ 62
                   5.3   Structural Pavement Design ................................................................................................... 62
                         5.3.1  New Design ............................................................................................................... 62
                         5.3.2  Rehabilitation Design .................................................................................................. 62
                   5.4   Economic Assessment ........................................................................................................... 66
              6.   Structural Capacity Estimation ........................................................................................................ 70
                   6.1   General Comments on Mechanistic-Empirical Design Methods ................................................... 70
              7.   Structural Capacity Estimation:  Flexible Pavements ..................................................................... 74
                   7.1   South African Mechanistic-Empirical Design Method (SAMDM) ................................................... 74
                         7.1.1  Hot Mix Asphalt Fatigue .............................................................................................. 75
                         7.1.2  Unbound Granular Base and Subbase Layer Permanent Deformation ............................... 76
                         7.1.3  Waterbound Macadam ................................................................................................ 81
                         7.1.4  Cement Stabilized Base and Subbase Layers ................................................................. 82
                         7.1.5  Subgrade Permanent Deformation ............................................................................... 85
                         7.1.6  Analysis Positions for Critical Stress and Strain Parameters ............................................. 86
                         7.1.7  General Comments on SAMDM 1996 ............................................................................ 86
                   7.2   Pavement Number (PN) Design Method .................................................................................. 88
                         7.2.1  Applicability of Pavement Number Method .................................................................... 88
                         7.2.2  Rules of Thumb / Departure Points .............................................................................. 88
                         7.2.3  Pavement Number Calculation ..................................................................................... 92
                         7.2.4  Pavement Capacity Calculation..................................................................................... 92
                         7.2.5  Comment on the PN Method ........................................................................................ 92
                   7.3   Dynamic Cone Penetrometer (DCP) Method ............................................................................ 94
                   7.4   The AASHTO Structural Number (SN) Method .......................................................................... 97
                   7.5   Deflection Bowl Parameter Analysis ........................................................................................ 99
                   7.6   Falling Weight Deflectometer (FWD) SN design method.......................................................... 101
                   7.7   The TRRL Surface Deflection Design Method ......................................................................... 102
                   7.8   The Asphalt Institute Surface Deflection Design Method ......................................................... 105
                   7.9   Summary of Suitability of Structural Design Methods for Flexible Pavements ............................ 107
                         7.9.1  Comment on Determining Remaining Life ................................................................... 107
                   7.10  Software Packages for Flexible Pavement Design ................................................................... 107
                         7.10.1 CYRANO .................................................................................................................. 107
                         7.10.2 PADS Software Series ............................................................................................... 108
                         7.10.3 Rubicon Toolbox ....................................................................................................... 110

              8.   Structural Capacity Estimation:  Concrete Pavements ................................................................. 112
                   8.1   Manual M10 ....................................................................................................................... 112
                   8.2   Mechanistic-Empirical Design Method for Concrete Pavements ................................................ 115
                   8.3   Summary of Suitability of Structural Design Methods for Concrete Pavements .......................... 118
                   8.4   Software Package for Concrete Pavements:  cncPAVE ............................................................ 118
              9.   Structural Capacity Estimation:  Concrete Block Pavements........................................................ 120
                   9.1   Equivalent Thickness Concept .............................................................................................. 120
                   9.2   Catalogue Design Method .................................................................................................... 120
                   9.3   Research Based Design Methods .......................................................................................... 121
                   9.4   Mechanistic Design Methods for Block Pavements .................................................................. 122
                   9.5   General Aspects for Design of Block Paving ........................................................................... 123
                   9.6   Software Packages for Concrete Block Pavement Design ........................................................ 123
                         9.6.1  Lockpave ................................................................................................................. 123
                         9.6.2  blokPAVE ................................................................................................................. 124
              References and Bibliography ................................................................................................................... 125


                                                     Preliminary Sections
                                                          Page vi
   4   5   6   7   8   9   10   11   12   13   14