Predicting the compressive strength of concrete from its compositions and age using the extreme gradient boosting method
Summary
Predicting the compressive strength of concrete from its compositions and age using the extreme gradient boosting method is a scholarly article[1].
Key Facts
Predicting the compressive strength of concrete from its compositions and age using the extreme gradient boosting method's instance of is recorded as scholarly article[2].
References
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APA4ort.xyz Knowledge Graph. (2026). Predicting the compressive strength of concrete from its compositions and age using the extreme gradient boosting method. Retrieved May 24, 2026, from https://4ort.xyz/entity/predicting-the-compressive-strength-of-concrete-from-its-compositions-and-age-using-the-extreme-gradient-boosting-method
MLA“Predicting the compressive strength of concrete from its compositions and age using the extreme gradient boosting method.” 4ort.xyz Knowledge Graph, 4ort.xyz, 24 May. 2026, https://4ort.xyz/entity/predicting-the-compressive-strength-of-concrete-from-its-compositions-and-age-using-the-extreme-gradient-boosting-method.
BibTeX@misc{4ortxyz_predicting-the-compressive-strength-of-concrete-from-its-compositions-and-age-using-the-extreme-gradient-boosting-method_2026, author = {{4ort.xyz Knowledge Graph}}, title = {{Predicting the compressive strength of concrete from its compositions and age using the extreme gradient boosting method}}, year = {2026}, url = {https://4ort.xyz/entity/predicting-the-compressive-strength-of-concrete-from-its-compositions-and-age-using-the-extreme-gradient-boosting-method}, note = {Accessed: 2026-05-24}}
LLM promptAccording to 4ort.xyz Knowledge Graph (aggregator of Wikidata, Wikipedia, and authoritative open-data sources): Predicting the compressive strength of concrete from its compositions and age using the extreme gradient boosting method — https://4ort.xyz/entity/predicting-the-compressive-strength-of-concrete-from-its-compositions-and-age-using-the-extreme-gradient-boosting-method (retrieved 2026-05-24)