A permanent way is defined as the combination of rails, fitted on
sleepers and resting on ballast and subgrade. The term permanent way
is opposite of temporary way, which is constructed to transport
materials and crane to the construction site. Temporary tracks removed
after completion of work.
Permanent Way
01 | Civil TechMate
Components
02 | Civil TechMate
Requirements
03 | Civil TechMate
1. Uniform Gauge: Gauge should be uniform and correct. If uniform
gauge is provided, then same rolling stocks can be used in case of
shortage.
2. Rails Level: Both rails should be at the same ground level to avoid
tilting of rolling stock. Different levels need to be provided at only in the
case of super-elevation.
Requirements
04 | Civil TechMate
3. Load Distribution: The permanent way should be properly designed
so that the load of the train is uniformly distributed over the rails.
Otherwise strength of rails decreased due to wear and tears.
4. Curves: Radii and super-elevation on the curves are need to design
properly. Proper design provide ease and comfort to the passengers on
any turning of the train.
Requirements
05 | Civil TechMate
5. Drainage System: The drainage system of permanent way should be
properly provided. Poor drainage system will lead to damage subgrade
of the formation of way.
6. Other: It should need to have adequate elasticity to bear minor
deformations. All the joints are properly designed. It should have
adequate provision for easy renewal and maintenance.
Permanent Way | Components | Requirements | Civil TechMate

Permanent Way | Components | Requirements | Civil TechMate

  • 2.
    A permanent wayis defined as the combination of rails, fitted on sleepers and resting on ballast and subgrade. The term permanent way is opposite of temporary way, which is constructed to transport materials and crane to the construction site. Temporary tracks removed after completion of work. Permanent Way 01 | Civil TechMate
  • 3.
  • 4.
    Requirements 03 | CivilTechMate 1. Uniform Gauge: Gauge should be uniform and correct. If uniform gauge is provided, then same rolling stocks can be used in case of shortage. 2. Rails Level: Both rails should be at the same ground level to avoid tilting of rolling stock. Different levels need to be provided at only in the case of super-elevation.
  • 5.
    Requirements 04 | CivilTechMate 3. Load Distribution: The permanent way should be properly designed so that the load of the train is uniformly distributed over the rails. Otherwise strength of rails decreased due to wear and tears. 4. Curves: Radii and super-elevation on the curves are need to design properly. Proper design provide ease and comfort to the passengers on any turning of the train.
  • 6.
    Requirements 05 | CivilTechMate 5. Drainage System: The drainage system of permanent way should be properly provided. Poor drainage system will lead to damage subgrade of the formation of way. 6. Other: It should need to have adequate elasticity to bear minor deformations. All the joints are properly designed. It should have adequate provision for easy renewal and maintenance.