An Evolutionary Polynomial Computing of Pile Capacity Using the Results of High-strain Dynamic Test
Author:
Funder
Al-Maarif University
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40515-024-00411-9.pdf
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1. Data-driven study on shear bearing capacity of segmental concrete joints;Structures;2024-10
2. Novel Explicit Models for Assessing the Frictional Resistance of Pipe Piles Subjected to Seismic Effects;Journal of Safety Science and Resilience;2024-08
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