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Zhongxuan Yang

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Lecturer, Associate Professor and Professor

Zhejiang University

China

Research Interests

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Anisotropic critical state theory based constitutive modelling of soil accounting for internal structure influence

Open Date: 2016-01-01

Close Date: 2019-12-01

Articles (20)

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Collaborators (3)

Chao Zhou

Associate Professor

The Hong Kong Polytechnic University

HONG KONG

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Ning Guo

Associate Professor

Zhejiang University

CHINA

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Dong Liao

The Hong Kong Polytechnic University

HONG KONG

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Zhongxuan Yang

Research Interests

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Recent Grants

Articles (20)

Mechanical Behavior of Granular Materials under Neutral Loading: Stress-Probing Analysis and Constitutive Modeling

Influence of fabric anisotropy on stability and failure mechanism of slopes: insights from an anisotropic Mohr–Coulomb model

STZ-Sand: A shear-transformation-zone based constitutive model for sand

A new approach for modeling granular materials with complex particle shapes using clumps of convex bodies

An analytical self-consistent theory for the elastic moduli of granular materials

An anisotropic elastic model for granular materials derived from stress probing tests

Anatomy of incremental behaviour of granular materials induced by loading reversal: a stress probing analysis

Cyclic instability of gap-graded soils with suffusion-induced fines loss and initial static shear: A DEM study

Formulating a constitutive model for anisotropic sand using stress probing analysis

Hydrodynamics of stresses and pressures in saturated and unsaturated deformable porous media

Improved tunnel face stability analysis based on a rigorous analytical seepage solution for underwater tunnelling

Micromechanical investigation of mooring chain tensioning in sandy seabed using DEM

Noncoaxial Behavior of Granular Materials under Principal Stress Rotation: Insights from Stress Probing Analysis

SANISAND-FZ: A sand plasticity model with a fabric-based modified stress and zero elastic range within ACST

Stress-based evaluation of pore pressure generation in sands subjected to undrained cyclic loading

Terrazyme-enhanced cement stabilization of soft clay: insights from laboratory and field tests

Transient tidal seepage effects on the face stability of subsea tunnels: An analytical study

A Constitutive Model for Anisotropic Sand Considering Fabric Evolution Under Proportional and Non‐Proportional Loadings

A disturbance index-based approach for determining the effective numerical model size for tunnels

Accounting for cyclic and fabric effects in an enhanced hypoplastic model for sand

Collaborators (3)

Chao Zhou

Ning Guo

Dong Liao

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