Yong Li

ORCID: 0000-0002-8135-7524
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About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Geomechanics and Mining Engineering
  • Reservoir Engineering and Simulation Methods
  • Hydraulic Fracturing and Reservoir Analysis
  • Landslides and related hazards
  • Geotechnical Engineering and Underground Structures
  • Geoscience and Mining Technology
  • Civil and Geotechnical Engineering Research
  • Geotechnical Engineering and Analysis
  • Grouting, Rheology, and Soil Mechanics
  • Drilling and Well Engineering
  • Dam Engineering and Safety
  • Hydrocarbon exploration and reservoir analysis
  • Enhanced Oil Recovery Techniques
  • Metallurgy and Material Forming
  • Structural Behavior of Reinforced Concrete
  • Fatigue and fracture mechanics
  • Structural Load-Bearing Analysis
  • Structural Engineering and Vibration Analysis
  • Textile materials and evaluations
  • Geotechnical and Geomechanical Engineering
  • Geophysical Methods and Applications
  • Soil, Finite Element Methods
  • Advanced machining processes and optimization
  • Coal Properties and Utilization

Northeastern University
2018-2025

Shandong University
2014-2024

Shandong Transportation Research Institute
2019-2024

Chongqing University
2015-2024

Research Institute of Petroleum Exploration and Development
2015-2024

Southwest Petroleum University
2024

Hunan University
2015-2024

Baise University
2018-2024

Fraunhofer Institute for Production Technology IPT
2024

Chengdu University of Technology
2012-2024

10.1016/j.ijrmms.2010.11.008 article EN International Journal of Rock Mechanics and Mining Sciences 2010-12-25

The stability of a large cavern group at great depth is discussed on the basis large-scale three-dimensional (3-D) geomechanical model tests and numerical simulations. are described in detail. Improvements were made terms experimental techniques advanced measurement methods. utilized active loading six sides rock mass true 3-D stress state. During construction, precast blocks fabricated monitoring holes defined prior to test initiation. Newly developed combination ball-sliding walls...

10.1139/t10-006 article EN Canadian Geotechnical Journal 2010-09-01

In the aerospace industry, integrated aluminium alloy plates and stiffened panels with high accuracy performance attract significant interest. To manufacture these as integrity accuracy, multiple processes need to be utilised, such machining, welding forming. During whole manufacturing chain, residual stresses can generated redistributed in components among different processes. The stress would significantly affect shapes properties of final products. Currently, great effects are not well...

10.1016/j.cja.2022.07.020 article EN cc-by-nc-nd Chinese Journal of Aeronautics 2022-07-23

The initiation, propagation, coalescence and failure mode of brittle jointed rock mass influenced by fissure water pressure have always been studied as a hot issue in the society mechanics engineering. In order to analyze damage evolution process under fracture pressure, novel numerical model on basis secondary development fast Lagrangian analysis continua (FLAC3D) is proposed simulate pressure. To validate feasibility this model, specimen uniaxial compression containing pre-existing...

10.3390/ma8063364 article EN Materials 2015-06-09

To study the soft roof failure mechanism and supporting method for a gateway in gently inclined coal seam with dip angle of 16° kept gob-side entry retaining, through methodology field investigation numerical analytical modeling, this paper analyzed stress evolution law strata at working face end determined that sharp horizontal unloading phenomenon along wall side did not appear after advanced. Conversely, gob instantly decreased tensile produced, vertical central part had higher reduction...

10.3390/min5040519 article EN Minerals 2015-10-28

This paper investigates the dynamic response of soil–pile–structure interaction (SPSI) system behind a quay wall in liquefiable soil and laterally spreading ground through both large-scale shaking table test parallel finite element (FE) simulation. A three-dimensional (3D) nonlinear FE model is developed to simulate target SPSI using modeling technique with high computational efficiency. validated by results. The firstly used further explore behavior details on global responses local...

10.1139/cgj-2018-0485 article EN Canadian Geotechnical Journal 2019-05-22
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