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Peichen Wu

Research Assistant Professor

The Hong Kong Polytechnic University

Hong Kong

Research Interests

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Articles (20)

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2026

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2026

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2023

Collaborators (3)

Ze-jian Chen

Shenzhen University

CHINA

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Andy Yat Fai Leung

The Hong Kong Polytechnic University

HONG KONG

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Wenbo Chen

Professor

Shenzhen University

CHINA

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Peichen Wu

Research Interests

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Articles (20)

A fiber Bragg grating-based multi-point vane shear device for measuring undrained shear strength of multi-layered clay

Physical modeling of high density polyethylene (HDPE) pipes buried in sand under lateral pulling loads

A general method for two-dimensional finite strain elasto-plastic consolidation analysis of high-water-content soft soils in irregular soil domains: from theory to applications

A finite strain thermal elastic visco-plastic consolidation model enhanced by particle swarm optimization of model parameters

Accurate calibration of effective stress cells using a novel chamber for monitoring effective stresses in three different boundary conditions

Numerical assessment of negative skin friction on pile groups in soft ground

Re-examination and analysis of test data on consolidation of soft soils exhibiting creep with different thicknesses

Coupled Consolidation–Leaching Behavior of Cement-Stabilized Highly Arsenic-Contaminated Marine Clay

Axial and Circumferential Behavior of Rock-Socketed FRP-SSC Composite Piles Monitored by Distributed Optical Fiber Sensors

Fully coupled finite strain consolidation analysis for soft clay treated by prefabricated horizontal drain with vacuum and heat preloading

Fully coupled large-strain radial consolidation analysis for dredged marine slurry treated by prefabricated vertical drain with vacuum and heat preloading

Field Study of a Sustainable Land Reclamation Approach Using Dredged Marine Sediment Improved by Horizontal Drains under Vacuum Preloading

Free strain consolidation of soft ground improved by stone columns under time-dependent loading considering smear effects

Study of the one-dimensional consolidation and creep of clays with different thicknesses using different hypotheses and three elastic visco-plastic models

Study of design parameters for staged-filled slurry treated by prefabricated horizontal drains under vacuum preloading

An enhanced micromechanical rock–pile interface model with application to rock‐socketed pile modeling

Finite strain elastic visco-plastic consolidation model for layered soils with vertical drain considering self-weight loading and nonlinear creep

Load transfer mechanism of geotextile-reinforced sand layer over semirigid column-improved soft soil

Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket

Physical and numerical study of load transfer mechanism of geotextile-reinforced sand fill over soft marine clay improved by deep cement mixed soil columns

Collaborators (3)

Ze-jian Chen

Andy Yat Fai Leung

Wenbo Chen

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