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Liang Wang

Chinese Academy of Sciences

China

Research Interests

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Articles (15)

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2026

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2026

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2026

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2025

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2023

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2023

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2023

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2023

Collaborators (5)

Xue Zhang

Senior Lecturer

University of Liverpool

UNITED KINGDOM

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Qinghua Lei

Associate Professor

Uppsala University

SWEDEN

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Tao Zhao

Senior Lecturer

Brunel University London

UNITED KINGDOM

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Jingjing Meng

Lulea University of Technology

SWEDEN

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Xin Gu

Experimental geochemist

Oak Ridge National Laboratory

UNITED STATES

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Liang Wang

Research Interests

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Articles (15)

Emergence of Diverse Failure Patterns in Weathering‐Induced Landslides: Insights From Particle Finite Element Simulations

A COMSOL-based particle finite element framework for multi-physics modeling of large deformation problems

Seabed scour and pore water pressure response around a submarine cable to combined wave-current loading: A flume study

An implicit optimisation-based hybrid continuum method for large-deformation geotechnical analysis

Modelling rockbursts around a deep tunnel based on the particle finite element method: From progressive degradation to catastrophic ejection

An implicit nodal integration-based three-dimensional particle finite element model for simulating dynamic saturated porous media

A particle finite element model to simulate pipe-soil interactions: Penetration, consolidation and operation processes under wave loads

Undrained cyclic shear behavior of coral sands from a reclaimed coral reef island in the South China Sea

A novel particle-cell hybrid (PCH) method for geotechnical large deformation analysis

A unified computational framework for modelling continuous and discontinuous media and their interactions

A stable implicit nodal integration-based particle finite element method (N-PFEM) for modelling saturated soil dynamics

Nodal integration-based particle finite element method (N-PFEM) for poro-elastoplastic modelling of saturated soils under large deformation

Formulation for wave propagation in dissipative media and its application to absorbing layers in elastoplastic analysis using mathematical programming

An implicit 3D nodal integration based PFEM (N-PFEM) of natural temporal stability for dynamic analysis of granular flow and landslide problems

Modelling the pre- and post-failure behaviour of faulted rock slopes based on the particle finite element method with a damage mechanics model

Collaborators (5)

Xue Zhang

Qinghua Lei

Tao Zhao

Jingjing Meng

Xin Gu

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