Beyond p-y method: A review of artificial intelligence approaches for predicting lateral capacity of drilled shafts in clayey soils-Reference-Cited by-同舟云学术

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Beyond p-y method: A review of artificial intelligence approaches for predicting lateral capacity of drilled shafts in clayey soils

Published:2024-05 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Al-Atroush M.E.^ORCID,Aboelela A.E.^ORCID,El-Din Hemdan Ezz

Funder

Prince Sultan University

Publisher

Elsevier BV

Reference149 articles.

1. AASHTO LRFD Bridge Design Specificaitons: Customary US Units 4th Edition-2007,2020

2. A comparative analysis of hybrid deep learning models for human activity recognition;Abbaspour;Sensors,2020

3. A hybrid deep learning network CNN-SVM for 3D mesh segmentation;Abouqora,2022

4. Evaluation of p-y approaches for large diameter monopiles in soft clay;Achmus,2016

5. Report on design and construction of drilled piers (concrete.org),2014

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