- Asked 2/20
- 2073 Shrawan · 8 marks
- 2072 Chaitra · 8 marks
Typical failures of flexible pavement
Short answer
Typical flexible pavement failures: alligator cracking from repeated loading, rutting from weak subgrade, potholes from water entry, ravelling from binder loss, bleeding from excess binder, shoving from unstable mix, and edge failure from poor shoulder support. Each requires specific repair like patching, sealing, or overlay.
Explain the typical failures of flexible pavement with neat sketches?
Typical failures of flexible pavement
A flexible pavement fails when it can no longer give a safe, smooth ride or carry traffic. Common failures:
| Failure | Description | Main causes | Remedy |
|---|---|---|---|
| Alligator (fatigue) cracking | Interconnected cracks like a crocodile skin in wheel paths | Repeated loading, thin layers, weak subgrade or base, poor drainage, aged binder | Patching or removal and replacement, overlay, drainage improvement |
| Rutting | Longitudinal depressions in wheel paths | Weak subgrade/base, insufficient compaction, overloading, soft mix in heat | Fill with levelling course, overlay, reconstruct if deep |
| Shoving and corrugation | Waves across the road | Unstable mix, poor bond, braking and starting loads | Remove and replace, scarify and relay |
| Potholes | Bowl-shaped holes | Water entry in cracks, weak mix, traffic wear | Patching with premix |
| Ravelling | Loss of stone from the surface | Poor bitumen, stripping, age, insufficient binder | Seal coat, surface dressing |
| Bleeding | Excess bitumen forms a shiny film | Too much binder, low air voids, heat | Hot sand/chips, remove binder |
| Depression and settlement | Local sinking | Subgrade consolidation, poor compaction, utility trench | Fill and level, reconstruct base |
| Edge failure | Breaking at pavement edge | Poor support, narrow shoulder, water | Strengthen shoulder, drain |
| Longitudinal / reflection cracks | Cracks following joints below | Differential settlement, poor construction joints, old cracks | Seal, overlay with crack relief layer |
| Stripping | Loss of bond between bitumen and aggregate | Water action, hydrophilic aggregate | Anti-stripping agent, replacement |
Alligator cracking Rutting (cross-section)
+--+--+--+--+
|x |x |x |x | ----. .----
+--+--+--+--+ '-------'
small interlocked depressed wheel path
cracks
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Flexible pavement failures; deflection overlay design · Transportation Engineering II, chapter 4
- Flexible pavement failures: causes and remedies · Transportation Engineering II, chapter 4
- Repair vs rehabilitation; rigid pavement failures · Transportation Engineering II, chapter 4
- Flexible pavement design with 8 CBR values · Transportation Engineering II, chapter 2
- Flexible pavement life with 140 cvpd traffic · Transportation Engineering II, chapter 2
- Pavement classification; flexible layer functions · Transportation Engineering II, chapter 2