Analysis on Damage and Mechanical Properties of Ballastless Track in a Tunnel after a Fire.

Materials (Basel) · 2022 · PMC9571199 · PMID 36234054

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a decreasing trendno p-value reported

an increasing trendno p-value reported

The test results showed that with increases in temperature, the uniaxial compressive strength, shear strength, and elastic modulus of concrete all presented a decreasing trend, while the peak strain had an increasing trend.

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