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Xiusong Shi

Full Professor

Shenzhen University

China

Research Interests

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Articles (20)

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2026

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2026

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2026

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2023

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2023

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2023

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2023

Collaborators (3)

Anfeng Hu

Zhejiang University

CHINA

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Ze-jian Chen

Shenzhen University

CHINA

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Hao Xiong

Shenzhen University

CHINA

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Xiusong Shi

Research Interests

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Articles (20)

Kolmogorov-Arnold networks for consolidation modeling of dual-porosity media

Synergistic effects of sustained loading and wetting–drying cycles on strength and microstructure of slag–cement-stabilized marine soft soil

Effect of moisture-induced disintegration on the thermal conductivity of aggregated clays

Representative volume element size for elastic modulus of random composites

Influence of CO2 saturation on the compressibility of biochar-modified high-water-content soils

A Homogenized-Based Model for Estimating the Thermal Conductivity of Unsaturated Granular Soils

Estimation of bearing capacity of bimsoils under shallow foundations

Numerical investigation of ice-wave-structure interaction using coupled SPH-DEM

Consolidation analysis of composite ground with stone column using a composite column-soil element model coupled seepage characteristics

How Does the Largest Cluster in the Strong Network Rule Granular Soil Mechanics? A DEM Study

Determination of the size of representative volume element for gap-graded granular materials

Arching development above active trapdoor: insight from multi-scale analysis using FEM–SPH

DEM investigation of the effect of coarse content and size ratio on the local shear behavior at gap-graded soil-structure interface

Numerical solution for nonlimit-state earth pressure considering interlayer shear stress and the soil arching effect

Recycling dredged mud slurry using vacuum-solidification combined method with sustainable alkali-activated binder

Elastoplastic Modeling of Sandy Clays Based on Equivalent Void Ratio Concept

Estimating the thermal conductivity of granular soils based on a simplified homogenization method

Finite element model and simple method for predicting consolidation displacement of soft soils exhibiting creep underneath embankments in 2-D condition

Equivalent Compression Curve for Clay–Sand Mixtures Using Equivalent Void-Ratio Concept

A network-based investigation on the strong contact system of granular materials under isotropic and deviatoric stress states

Collaborators (3)

Anfeng Hu

Ze-jian Chen

Hao Xiong

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