Machine learning-based predictors for maximum pile bending moment of the soil-pile-superstructure system in liquefiable soils

Author:

Tang Liang,Si Pan,Ling Xianzhang,Tian Shuang,Zhang Wanting

Funder

Ministry of Housing and Urban-Rural Development

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Reference58 articles.

1. Modeling of Seismically-Induced Lateral Spreading of Multi-Layered Soil and its Effect on Pile Foundations;Abdoun,1997

2. A measure of earthquake intensity;Arias;Seismic Des. Nucl. Plant,1970

3. Behavior of pile foundations in laterally spreading ground during centrifuge tests;Brandenberg;J. Geotech. Geoenviron.,2005

4. Classification and Regression Trees;Breiman,2017

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