Read the following passage:
Continuous welded rail (CWR) tracks expand significantly when exposed to sustained high summer temperatures. Because the steel rails are anchored tightly to concrete ties and cannot expand lengthwise, immense internal compressive stress builds up within the metal. If track maintenance crews fail to install adequate ballast shoulder support along the rail bed, this trapped thermal stress causes the tracks to buckle laterally, creating a hazardous alignment defect known as a sun kink. Consequently, dispatchers must impose speed restrictions during heatwaves to reduce dynamic train loads on vulnerable track sections.
According to the passage, what directly causes continuous welded rail tracks to buckle laterally during high summer temperatures?
- AThe implementation of speed restrictions by train dispatchers during heatwaves
- The accumulation of internal compressive stress in rails prevented from expanding lengthwiseAnswer
- CExcessive dynamic train loads that generate sustained high ambient temperatures
- DElectrical current fluctuations occurring in overhead locomotive power lines