Pin-Qiang Mo (0000-0002-1469-4838)

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Research in the field of Geotechnical Engineering, with specific focus on in-situ soil testing and cavity expansion methods in Geomechanics. Current research includes physical (centrifuge), analytical, and numerical modelling of problems related to in-situ soil testing, foundations, mines, tunnelling, soil-structure interactions and lined rock caverns for compressed air energy storage.

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China University of Mining and Technology: Xuzhou, Jiangsu, CN

2017-01-01 to present | Associate Research Scientist

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Pin-Qiang Mo

https://orcid.org/0000-0002-1469-4838

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Employment (3)

China University of Mining and Technology: Xuzhou, Jiangsu, CN

China University of Mining and Technology: Xuzhou, Jiangsu, CN

University of Nottingham: Nottingham, Nottinghamshire, GB

Education and qualifications (1)

University of Nottingham: Nottingham, Nottinghamshire, GB

Works (42)

Semi-analytical study of defective pile-beam systems under transient excitation: Implications for low-strain testing

Modeling footing resting on anisotropic sand using material point method

Energy dissipation analysis for large-strain cylindrical cavity expansion problem in cohesive-frictional soils

An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays

Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration

An elastic-plastic solution for the optimal thickness of a frozen soil wall considering an interaction with the surrounding rock

A modified method for morphology quantification and generation of 2D granular particles

Preparation and characterization of a specialized lunar regolith simulant for use in lunar low gravity simulation

Bearing capacity of surface circular footings on granular material under low gravity fields

Behaviour of granular matter under gravity-induced stress gradient: A two-dimensional numerical investigation

Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis

Interpretation of heating and cooling data from thermal cone penetration test using a 1D numerical model and a PSO algorithm

Loading and unloading of a thick-walled cylinder of critical-state soils: large strain analysis with applications

Internal rolling method for particle shape evaluation and reconstruction

Benchmark solutions of large-strain cavity contraction for deep tunnel convergence in geomaterials

A cavity expansion–based solution for interpretation of CPTu data in soils under partially drained conditions

Shakedown analysis of cavities in cohesive-frictional materials and its application to underground energy storage caverns

A supplementary analytical model for the stagnant effective thermal conductivity of low porosity granular geomaterials

A unified critical state model for geomaterials with an application to tunnelling

An experimental study on triaxial compression tests and cone penetration tests in planetary regolith simulant under low gravity fields

Discussion of "bearing Capacity of Shallow Footings in Simulated Lunar Environments Using Centrifuge Tests" by Hey-Rim Lee, Heon-Joon Park, and Dong-Soo Kim

Theoretical and experimental methods for lunar regolith/rock related mechanical issues in lunar minerals mining,月球采矿中月壤/岩力学问题的理论与试验方法

A separate-ice based solution for frost heaving-induced pressure during coupled thermal-hydro-mechanical processes in freezing soils

A state parameter-based cavity expansion analysis for interpretation of CPT data in sands

Drained cavity expansion analysis with a unified state parameter model for clay and sand

Thermal–physical properties of selected geomaterials: coal, sandstone and concrete based on basic series and parallel models

A separate-ice based solution for frost heaving-induced pressure during coupled thermal-hydro-mechanical processes in freezing soils

Interpretation of cone penetration test data in layered soils using cavity expansion analysis

Layered effects on soil displacement around a penetrometer

Layered effects on soil displacement around a penetrometer

On the frost heaving-induced pressure response and its dropping power-law behaviors of freezing soils under various restraints

On the frost heaving-induced pressure response and its dropping power-law behaviors of freezing soils under various restraints

Undrained cavity expansion analysis with a unified state parameter model for clay and sand

Undrained cavity expansion analysis with a unified state parameter model for clay and sand

Undrained cavity-contraction analysis for prediction of soil behavior around tunnels

Undrained cavity-contraction analysis for prediction of soil behavior around tunnels

Plasticity Solutions of an Undrained Cavity Contraction for the Prediction of Soil Behaviour around Tunnels

Centrifuge modelling of cone penetration tests in layered soils

Centrifuge modelling of cone penetration tests in layered soils

Elastic-plastic solutions for expanding cavities embedded in two different cohesive-frictional materials

Elastic-plastic solutions for expanding cavities embedded in two different cohesive-frictional materials

Centrifuge modelling of CPT in layered soils

Peer review (83 reviews for 18 publications/grants)