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An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures

Research article (Construction and Building Materials, 2021) · cited 55× · AI/ML
academia openalex:W3164718919
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An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures

Summary

An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures is a scholarly article[1].

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  • An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures's instance of is recorded as scholarly article[2].

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Direct Wikidata claims

  1. [2] ↑ . wikidata.org.

Class ancestry

  1. [1] ↑ . Wikidata. wikidata.org.

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APA 4ort.xyz Knowledge Graph. (2026). An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures. Retrieved May 24, 2026, from https://4ort.xyz/entity/an-extreme-gradient-boosting-model-for-predicting-dynamic-modulus-of-asphalt-concrete-mixtures
MLA “An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures.” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/an-extreme-gradient-boosting-model-for-predicting-dynamic-modulus-of-asphalt-concrete-mixtures.
BibTeX @misc{4ortxyz_an-extreme-gradient-boosting-model-for-predicting-dynamic-modulus-of-asphalt-concrete-mixtures_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures}}, year = {2026}, url = {https://4ort.xyz/entity/an-extreme-gradient-boosting-model-for-predicting-dynamic-modulus-of-asphalt-concrete-mixtures}, note = {Accessed: 2026-05-24}}
LLM prompt According to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): An eXtreme Gradient Boosting model for predicting dynamic modulus of asphalt concrete mixtures — https://4ort.xyz/entity/an-extreme-gradient-boosting-model-for-predicting-dynamic-modulus-of-asphalt-concrete-mixtures (retrieved 2026-05-24)

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