Fei Han

Assistant Professor

University of New Hampshire

United States

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About

Fei Han is an Assistant Professor at the University of New Hampshire, United States. His research areas focus on lateral capacity prediction of monopile foundations, sustainable infrastructure management, and the application of deep reinforcement learning in asset management. He has published multiple articles that explore innovative methodologies in marine geology, hydrodynamics, and the engineering response of structures under loading conditions.

Articles (14)

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2025

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2025

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2024

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2024

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2023

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2022

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2021

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2021

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2021

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2021

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2020

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2020

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2020

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2020

Collaborators (4)

Hai Lin

Assistant Professor

Louisiana State University

UNITED STATES

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Weiwei Mo

UNITED STATES

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Xiang He

Nanyang Technological University (NTU)

SINGAPORE

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Erin Santini-Bell

Professor

University of New Hampshire

UNITED STATES

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Fei Han

Research Interests

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About

Articles (14)

A Multi-Objective Genetic Algorithm Approach to Sustainable Road–Stream Crossing Management

Transfer learning on lateral capacity prediction of monopile foundations with limited data

Towards equitable infrastructure asset management: Scour maintenance strategy for aging bridge systems in flood-prone zones using deep reinforcement learning

Editorial: Methods and advances in marine geology and hydrodynamics environment

Capacity prediction and design optimization for laterally loaded monopiles in sandy soil using hybrid neural network and sequential quadratic programming

Finite-Element Analysis of the Lateral Load Response of Monopiles in Layered Sand

Lateral Responses of a Model Pile in Biocemented Sand

Lateral load response of large-diameter monopiles in sand

Closure to “Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand” by Eshan Ganju, Fei Han, Monica Prezzi, and Rodrigo Salgado

Monitoring of the Response of the Sagamore Parkway Bridge and its Foundations During a Live Load Test

Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand

Axial resistance of open-ended pipe pile driven in gravelly sand

Axial resistance of open-ended pipe pile driven in gravelly sand

Quantification of displacement and particle crushing around a penetrometer tip

Collaborators (4)

Hai Lin

Weiwei Mo

Xiang He

Erin Santini-Bell

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