Contact

All Stories

  1. Discrete element modelling of thermal penetration test with heating and cooling

    Article • Computers and Geotechnics, September 2023, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • Soil Dynamics and Earthquake Engineering, September 2023, Elsevier

    Dr. Pin-Qiang Mo

  3. Cone penetration resistance of CUMT-1 lunar regolith simulant under magnetic-similitude lunar gravity condition

    Article • Acta Geotechnica, June 2023, Springer Science + Business Media

    Dr. Pin-Qiang Mo

  4. Modeling footing resting on anisotropic sand using material point method

    Article • Journal of Rock Mechanics and Geotechnical Engineering, March 2023, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • Applied Mathematical Modelling, November 2022, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • Journal of Rock Mechanics and Geotechnical Engineering, June 2022, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • PLOS One, April 2022, PLOS

    Dr. Pin-Qiang Mo

  8. Analysis of Pile-Soil Interaction of Precast Pile Driven in Coastal Strata

    Article • January 2022, Springer Science + Business Media

    Dr. Pin-Qiang Mo

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

    Article • International Journal of Mining Science and Technology, January 2022, Elsevier

    Dr. Pin-Qiang Mo

  10. Undrained cavity expansion in anisotropic soils with isotropic and frictional destructuration

    Article • Acta Geotechnica, December 2021, Springer Science + Business Media

    Dr. Pin-Qiang Mo

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

    Article • Granular Matter, November 2021, Springer Science + Business Media

    Dr. Pin-Qiang Mo

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

    Article • Journal of Rock Mechanics and Geotechnical Engineering, June 2021, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • International Journal of Geomechanics, May 2021, American Society of Civil Engineers (ASCE)

    Dr. Pin-Qiang Mo

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

    Article • International Journal of Mining Science and Technology, May 2021, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • Computers and Geotechnics, February 2021, Elsevier

    Dr. Pin-Qiang Mo

  16. Internal rolling method for particle shape evaluation and reconstruction

    Article • PLOS One, November 2020, PLOS

    Dr. Pin-Qiang Mo

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

    Article • Acta Geotechnica, June 2020, Springer Science + Business Media

    Dr. Pin-Qiang Mo

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

    Article • Journal of Rock Mechanics and Geotechnical Engineering, June 2020, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • International Journal for Numerical and Analytical Methods in Geomechanics, May 2020, Wiley

    Dr. Pin-Qiang Mo

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

    Article • SOILS AND FOUNDATIONS, February 2020, Elsevier

    Dr. Pin-Qiang Mo

  21. 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

    Article • Journal of Geotechnical and Geoenvironmental Engineering, July 2019, American Society of Civil Engineers (ASCE)

    Dr. Pin-Qiang Mo

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

    Article • Journal of Rock Mechanics and Geotechnical Engineering, June 2019, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • International Journal of Heat and Mass Transfer, April 2019, Elsevier

    Dr. Pin-Qiang Mo

  24. An Experimental Study on Triaxial Compression Tests and Cone Penetration Tests in Planetary Regolith Simulant under Low Gravity Fields

    Article • Journal of Testing and Evaluation, October 2018, ASTM International

    Dr. Pin-Qiang Mo

  25. Magneto-Gravity Simulation of Cone Penetration Test in Cohesionless Soil Under Small Gravity Fields

    Article • July 2018, Springer Science + Business Media

    Dr. Pin-Qiang Mo

  26. An Experimental Study on Strength Characteristics of Cohesionless Soil Under Small Gravity Fields

    Article • July 2018, Springer Science + Business Media

    Dr. Pin-Qiang Mo

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

    Article • Canadian Geotechnical Journal, July 2018, Canadian Science Publishing

    Dr. Pin-Qiang Mo

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

    Article • Cold Regions Science and Technology, March 2018, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • Environmental Earth Sciences, February 2018, Springer Science + Business Media

    Dr. Pin-Qiang Mo

  30. Cavity Expansion Analysis for CPT in Granular Soils at Small Gravity Fields

    Article • January 2018, Springer Science + Business Media

    Dr. Pin-Qiang Mo

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

    Article • Cold Regions Science and Technology, October 2017, Elsevier

    Dr. Pin-Qiang Mo

  32. Layered effects on soil displacement around a penetrometer

    Article • SOILS AND FOUNDATIONS, August 2017, Elsevier

    Dr. Pin-Qiang Mo

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

    Article • Géotechnique, June 2017, ICE Publishing

    Dr. Pin-Qiang Mo

  34. Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels

    Article • International Journal of Geomechanics, May 2017, American Society of Civil Engineers (ASCE)

    Dr. Pin-Qiang Mo

  35. Interpretation of Cone Penetration Test Data in Layered Soils Using Cavity Expansion Analysis

    Article • Journal of Geotechnical and Geoenvironmental Engineering, January 2017, American Society of Civil Engineers (ASCE)

    Dr. Pin-Qiang Mo

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

    Article • July 2016, American Society of Civil Engineers (ASCE)

    Dr. Pin-Qiang Mo

  37. Centrifuge modelling of cone penetration tests in layered soils

    Article • Géotechnique, June 2015, ICE Publishing

    Dr. Pin-Qiang Mo

  38. Elastic‐plastic solutions for expanding cavities embedded in two different cohesive‐frictional materials

    Article • International Journal for Numerical and Analytical Methods in Geomechanics, April 2014, Wiley

    Dr. Pin-Qiang Mo