Page 61 - Lecture Notes DCC3113
P. 61

4.1.1   About the flexible pavement

               Flexible  Pavements  are  constructed  from  bituminous  or  unbound  material  and  the  stress  is
               transmitted to the sub-grade through the lateral distribution of the applied load with depth.

               The FOUR (4) layers of flexible pavement structure
               •       Sub-grade soil or simply sub-grade
               •       Sub-base
               •       Road Base
               •       Surface layer



                  Tack Coat                                            Wearing Course
                                                                                                Surface Course
                 Prime Coat                                            Binder Course


                                                                       Base Course



                                                                       Sub Base Course

                                              Subgrade

                                         Figure 4-3: Cross – section of a Flexible Pavement


               The function of Flexible Pavement

                      To provide a level/flat surface for a more comfortable and safe journey
                      To receive and distribute the load of the vehicle to the ground layers
                      To protect the sub-grade layers from damage due to exposure of climate change.


               The different between flexible pavement and rigid pavement

                                Table 4-1: The different between flexible pavement and rigid pavement

                              Flexible pavement                              Rigid pavement

                In flexible pavement, load distribution is based on   Rigid pavement most of the load carries by slabs itself.
                layered system.

                Due to layered system in flexible pavement, structural   Rigid pavement, most of the structural capacity
                capacity depends on the characteristics of all layers.   depends on the characteristics of slab only, because
                                                              of low bearing capacity of underlying layers.
                In flexible pavements, intensity of load decreases as   A rigid pavement, due to minor capacity of underlying
                the depth increases or as the load moves to the further  layers maximum load intensity reduces in the top most
                underlying layers.                            layers and that is slab.
                Flexible pavement has very low modulus of elasticity   Modulus of elasticity of rigid pavement is very high,
                (less strength).                              because of high strength and more loads bearing
                                                              capacity than as compared to flexible pavements.
                In flexible pavements, underlying layers play very   Rigid pavements, little function of underlying layers.
                important role. Therefore, more roles are playing only   Maximum role is playing by the top layer (that is slab)
                underlying layers.                            by itself. Therefore, little influence on sub layers.


                                                           54
   56   57   58   59   60   61   62   63   64   65   66