Zhongxuan YANG

Zhongxuan YANG

Zhejiang University

H-index: 37

Asia-China

About Zhongxuan YANG

Zhongxuan YANG, With an exceptional h-index of 37 and a recent h-index of 32 (since 2020), a distinguished researcher at Zhejiang University, specializes in the field of constitutive modelling, geomechanics, granular matter, soil-structure interaction.

His recent articles reflect a diverse array of research interests and contributions to the field:

Material point method simulations of displacement pile and CPT penetration in sand considering the effects of grain breakage

Analytical solution for longitudinal dynamic response of shield tunnel linings using the state-space method

STZ-Clay: A shear-transformation-zone theory based constitutive model for clay

Deep learning‐accelerated multiscale approach for granular material modeling

Effects of initial fabric anisotropy on the undrained rotational shear responses of granular material using discrete element simulations

Finite element geotechnical analysis incorporating deep learning-based soil model

A multifidelity neural network (MFNN) for constitutive modeling of complex soil behaviors

A CFD–DEM study on the suffusion and shear behaviors of gap-graded soils under stress anisotropy

Zhongxuan YANG Information

University

Position

___

Citations(all)

4497

Citations(since 2020)

3245

Cited By

2264

hIndex(all)

37

hIndex(since 2020)

32

i10Index(all)

87

i10Index(since 2020)

80

Email

University Profile Page

Zhejiang University

Google Scholar

View Google Scholar Profile

Zhongxuan YANG Skills & Research Interests

constitutive modelling

geomechanics

granular matter

soil-structure interaction

Top articles of Zhongxuan YANG

Title

Journal

Author(s)

Publication Date

Material point method simulations of displacement pile and CPT penetration in sand considering the effects of grain breakage

Computers and Geotechnics

S Fu

ZX Yang

N Guo

RJ Jardine

2024/2/1

Analytical solution for longitudinal dynamic response of shield tunnel linings using the state-space method

International Journal of Structural Stability and Dynamics

Haitao Yu

Xizhuo Chen

Weile Chen

Pan Li

2021/11/23

STZ-Clay: A shear-transformation-zone theory based constitutive model for clay

International Journal of Plasticity

WL Li

N Guo

ZX Yang

2024/4/3

Deep learning‐accelerated multiscale approach for granular material modeling

International Journal for Numerical and Analytical Methods in Geomechanics

Qingzheng Guan

Zhongxuan Yang

Ning Guo

Lifan Chen

2024

Effects of initial fabric anisotropy on the undrained rotational shear responses of granular material using discrete element simulations

Acta Geotechnica

QX Wu

JJ Zheng

ZX Yang

2023/10

Finite element geotechnical analysis incorporating deep learning-based soil model

Computers and Geotechnics

QZ Guan

ZX Yang

N Guo

Z Hu

2023/2/1

A multifidelity neural network (MFNN) for constitutive modeling of complex soil behaviors

International Journal for Numerical and Analytical Methods in Geomechanics

Mingming Su

Ning Guo

Zhongxuan Yang

2023/12

A CFD–DEM study on the suffusion and shear behaviors of gap-graded soils under stress anisotropy

Acta Geotechnica

Z Hu

JZ Li

YD Zhang

ZX Yang

JK Liu

2023/6

Energy-based assessment of cyclic liquefaction behavior of clean and silty sand under sustained initial stress conditions

Soil Dynamics and Earthquake Engineering

GY Zhou

K Pan

ZX Yang

2023/1/1

Prediction for pile running of large-diameter steel pipes pile for offshore wind power

Chinese Journal of Geotechnical Engineering

Jinning Shen

Long Qian

Ruilong Shi

Yitao Yang

Ben He

...

2023

Bounding surface rotational hardening model for overconsolidated clay accounting for evolving fabric anisotropy

International Journal for Numerical and Analytical Methods in Geomechanics

Yang Yu

Zhongxuan Yang

2023/2

Large-Deformation Finite-Element Simulation of Deformation and Strain Fields Resulting from Closed-End Displacement Pile Installation in Sand

Journal of Geotechnical and Geoenvironmental Engineering

S Fu

ZX Yang

RJ Jardine

N Guo

2023/6/1

Unified discrete‐element approach applying arbitrary undrained loading paths in element testing for granular soils

International Journal for Numerical and Analytical Methods in Geomechanics

Qixin Wu

Zhongxuan Yang

2023/1

Cyclic failure characteristics of silty sands with the presence of initial shear stress

Soil Dynamics and Earthquake Engineering

Xiao Wei

Zhongxuan Yang

Jun Yang

2023/8/1

Thermo-mechanical behavior of energy piles based on coupled THM model

Chinese Journal of Geotechnical Engineering

Zhi Li

Fushen Liu

Zhongxuan Yang

Wei Zhan

2023

Bounding surface plasticity model for clay under cyclic loading conditions considering fabric anisotropy

Journal of Engineering Mechanics

Y Yu

ZX Yang

2023/9/1

Generation of excess pore pressure in sands subjected to cyclic triaxial loading

Chinese Journal of Geotechnical Engineering

Jun Cen

Hao Peng

Xiao Wei

Zhongxuan Yang

Jun Yang

...

2023

Effect of fines loss on the microstructure and shear behaviors of gap-graded soils: A multiscale perspective

Computers and Geotechnics

Z Hu

N Guo

ZX Yang

2023/10/1

Shear behaviour of sand–rubber mixtures: interpretation from energy transformation and force chain evolution

Géotechnique

Ning Guo

Yihao Shi

Zheng Hu

Zhongxuan Yang

2023/11/7

Dynamic analysis of segmental linings of shield tunnels using a state space method and its application in physical test interpretation

Tunnelling and Underground Space Technology

ZP Chen

JC Wang

RQ Xu

ZX Yang

XN Gong

2023/7/1

See List of Professors in Zhongxuan YANG University(Zhejiang University)

Co-Authors

H-index: 67
Weiqiu Chen

Weiqiu Chen

Zhejiang University

H-index: 65
Richard Jardine

Richard Jardine

Imperial College London

H-index: 24
Dr. Chunshun Zhang

Dr. Chunshun Zhang

Monash University

H-index: 13
Chaofa Zhao

Chaofa Zhao

Universiteit Twente

H-index: 12
Daniel Barreto

Daniel Barreto

Edinburgh Napier University

H-index: 8
Zheng Hu

Zheng Hu

Sun Yat-Sen University

academic-engine