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Resilient Modulus

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The Resilient Modulus (MRM_{R}) is a measure of subgrade material stiffness. A material's resilient modulus is actually an estimate of its modulus of elasticity (E). While the modulus of elasticity is stress divided by strain for a slowly applied load, resilient modulus is stress divided by strain for rapidly applied loads – like those experienced by pavements.

Resilient modulus is determined using the triaxial test. The test applies a repeated axial cyclic stress of fixed magnitude, load duration and cycle duration to a cylindrical test specimen. While the specimen is subjected to this dynamic cyclic stress, it is also subjected to a static confining stress provided by a triaxial pressure chamber. It is essentially a cyclic version of a triaxial compression test; the cyclic load application is thought to more accurately simulate actual traffic loading.

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CBR to resilient modulus

1993 AASHTO Guide · MEPDG
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APA

Pavement Interactive. (2018, September 19). Resilient modulus. HeadLight. Retrieved [the date you read it], from https://pavementinteractive.org/reference-desk/design/design-parameters/resilient-modulus/

ASCE

Pavement Interactive. (2018). “Resilient Modulus.” HeadLight, <https://pavementinteractive.org/reference-desk/design/design-parameters/resilient-modulus/> ([the date you read it]).

BibTeX

@misc{pavint-resilient-modulus,
  author = {{Pavement Interactive}},
  title = {Resilient Modulus},
  year = {2018},
  publisher = {HeadLight},
  howpublished = {\url{https://pavementinteractive.org/reference-desk/design/design-parameters/resilient-modulus/}},
  note = {Accessed [date]}
}
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