Quansheng Liu

ORCID: 0000-0001-6709-0301
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About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Tunneling and Rock Mechanics
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Analysis
  • Drilling and Well Engineering
  • Landslides and related hazards
  • Hydrocarbon exploration and reservoir analysis
  • Numerical methods in engineering
  • Surface Modification and Superhydrophobicity
  • Advanced machining processes and optimization
  • Infrastructure Maintenance and Monitoring
  • Geotechnical and Geomechanical Engineering
  • Aerogels and thermal insulation
  • Geoscience and Mining Technology
  • Thin-Film Transistor Technologies
  • Geomechanics and Mining Engineering
  • Mineral Processing and Grinding
  • Advanced materials and composites
  • Diamond and Carbon-based Materials Research
  • Grouting, Rheology, and Soil Mechanics
  • Soil and Unsaturated Flow
  • Geological and Geochemical Analysis
  • Dam Engineering and Safety
  • Geophysical and Geoelectrical Methods
  • Coal Properties and Utilization

Wuhan University
2016-2025

Inner Mongolia University of Technology
2023-2024

State Key Laboratory of Water Resources and Hydropower Engineering Science
2022

Chinese Academy of Sciences
2008-2017

Shanghai Institute of Microsystem and Information Technology
2017

University of Chinese Academy of Sciences
2017

Wuhan Donghu University
2015

10.1016/j.enganabound.2016.08.008 article EN Engineering Analysis with Boundary Elements 2016-08-23

As part of the ongoing international DECOVALEX project, four research teams used five different models to simulate coupled thermal, hydrological, and mechanical (THM) processes near waste emplacement drifts geological nuclear repositories. The simulations were conducted for two generic repository types, one with open other back-filled drifts, under higher lower postclosure temperatures, respectively. In completed first model inception phase a good agreement was achieved between in...

10.13182/nt08-a3974 article EN Nuclear Technology 2008-07-01

Abstract It is essential to better understand the large deformation behavior of deep tunnels in weak rock mass improve long‐term stability tunnel surrounding and design effective supports for squeezing tunnels. This paper introduces two representative engineering examples study behavior. First, new algorithms contact search, determination actual contact, calculation law pairs are proposed general‐purpose computing on graphics processing units (GPGPUs), by improving original serial developing...

10.1002/nag.3368 article EN International Journal for Numerical and Analytical Methods in Geomechanics 2022-05-04

This paper develops a novel empirical strength criterion and proposes manifold method for fracture initiation propagation. First, to investigate the influencing factors of fractured rock mass strength, set uniaxial biaxial compression tests were performed on gypsum specimens. According experimental results, is attributable nonlinear relationships with inclination angle, length, lateral pressure. Then, basis theory tests, an improved criterion, which can describe multi-influence fragmentation...

10.1061/(asce)gm.1943-5622.0000676 article EN International Journal of Geomechanics 2016-03-23

The mechanical performance of rock mass subjected to the coupled influences elevated temperature and in situ stresses has always been a hot topic underground engineering projects. In this study, thermal-stress-aperture model was first developed then incorporated into particle flow code for thermomechanical analyses fractured mass. With thorough considerations aperture-dependent thermal mesomechanical parameters rock, performed more realistic thermoelastic responses temperatures confining...

10.1061/(asce)gm.1943-5622.0002171 article EN International Journal of Geomechanics 2021-08-09
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