What are the factors responsible for the deform of RCC road?

Following are some specific reasons for the deformation of RCC roads:

1. Spalling of joints: higher compressive stress causes the deterioration of the joint is known as spalling of joint.
2. faulting in the rigid pavement: if the difference in the elevation of joints occurs at the time of construction is called as falling In the rigid pavement or joint. 30 August settlement of the foundation, from the voice water, transmit to the soil subgrade and causes erosion of soil.changes in temperature causes curling of slab edges.
3. uses of polished aggregate in RCC roads: the polishing degree of aggregate must be under limits. Application of this leads to distress. It loses the bond between aggregate and concrete.
4. shrinkage cracks in RCC roads: curing and setting process of roads causes such cracks. These cracks are approx 2 metres in length. This types of cracks also caused due to improper curing.
5. pumping effect: travelling of water from the surface coarse up to pavement called pumping. This is due to the repeated crossing of vehicles. This is prevented by constructing a strong well-constructed sub-base.
6. Damaged corner of rigid pavement: this failure occurs due to excessive mud pumping. When pumping removes all the surface was soil then this type of cracks occur.
7. durability cracks:Following are some specific reasons for the formation of RCC roads:
   1. Spalling of joints: higher compressive stress causes the deterioration of the joint is known as spalling of joint.
   2. faulting in the rigid pavement: if the difference in the elevation of joints occurs at the time of construction is called as falling In the rigid pavement or joint. 30 August settlement of the foundation, from the voice water, transmit to the soil subgrade and causes erosion of soil.changes in temperature causes curling of slab edges.
   3. uses of polished aggregate in RCC roads: the polishing degree of aggregate must be under limits. Application of this leads to distress. It loses the bond between aggregate and concrete.
   4. shrinkage cracks in RCC roads: curing and setting process of roads causes such cracks. These cracks are approx 2 metres in length. This types of cracks also caused due to improper curing.
   5. pumping effect: travelling of water from the surface coarse up to pavement called pumping. This is due to the repeated crossing of vehicles. This is prevented by constructing a strong well-constructed sub-base
   6. Damaged corner of rigid pavement: this failure occurs due to excessive mud pumping. When pumping removes all the surface was soil then this type of cracks occur.