H.B. Li

ORCID: 0000-0002-9527-3823
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About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Landslides and related hazards
  • Geophysical Methods and Applications
  • High-Velocity Impact and Material Behavior
  • Seismic Imaging and Inversion Techniques
  • Geotechnical Engineering and Underground Structures
  • Geotechnical and Geomechanical Engineering
  • Seismic Waves and Analysis
  • Structural Response to Dynamic Loads
  • Drilling and Well Engineering
  • Tunneling and Rock Mechanics
  • Groundwater flow and contamination studies
  • Vibration and Dynamic Analysis
  • Adhesion, Friction, and Surface Interactions
  • Plant Water Relations and Carbon Dynamics
  • Hydraulic Fracturing and Reservoir Analysis
  • Particle accelerators and beam dynamics
  • High-pressure geophysics and materials
  • Magnetic confinement fusion research
  • Numerical methods in engineering
  • Railway Engineering and Dynamics
  • Hydrology and Watershed Management Studies
  • Particle Accelerators and Free-Electron Lasers
  • Fluid Dynamics and Vibration Analysis
  • Ultrasonics and Acoustic Wave Propagation

Sichuan University
2025

State Key Laboratory of Hydraulics and Mountain River Engineering
2025

Institute of High Energy Physics
2024

University of Chinese Academy of Sciences
2019-2023

Institute of Rock and Soil Mechanics
2004-2023

C-Com Satellite Systems (Canada)
2023

Institute of Navigation
2021

State Key Laboratory of Geomechanics and Geotechnical Engineering
2019

Advanced Lightweight Engineering (Netherlands)
2019

Chinese Academy of Sciences
2012-2014

10.1016/j.ijimpeng.2016.12.011 article EN publisher-specific-oa International Journal of Impact Engineering 2016-12-24

10.1016/j.tust.2012.07.005 article EN Tunnelling and Underground Space Technology 2012-08-17

10.1016/s1365-1609(99)00120-3 article EN International Journal of Rock Mechanics and Mining Sciences 1999-12-01

The present investigation is concerned with transient wave propagation in a rock mass set of parallel joints by using recursive method. According to the displacement field joints, interaction between four plane waves (two longitudinal-waves and two transverse-waves) joint analysed first. With discontinuity model time shifting function, equation based on method domain for obliquely longitudinal-(P) or transverse-(S) across established. are assumed linearly elastic. analytical solution...

10.1111/j.1365-246x.2011.05286.x article EN Geophysical Journal International 2011-12-09

10.1016/j.ijrmms.2014.10.008 article EN International Journal of Rock Mechanics and Mining Sciences 2014-11-12

In this study, a combination of acoustic emission (AE) method (AEM) and wave transmission (WTM) is used to investigate the behaviors AE ultrasonic properties corresponding initial fracturing in granitic rocks. The relationships characteristics, frequency spectra, spatial locations with crack initiation (CI) are studied. anisotropic velocity distributions different ray paths, amplitudes, spectral characters transmitted waves investigated. To identify CI stress, damage initiations...

10.1016/j.jrmge.2019.07.014 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2020-03-17

10.1016/s1365-1609(00)00025-3 article EN International Journal of Rock Mechanics and Mining Sciences 2000-09-01

10.1016/j.ijrmms.2019.06.004 article EN International Journal of Rock Mechanics and Mining Sciences 2019-07-17

Rock damage and vibration attenuation are the basis of blasting design, which will affect rock breaking results safety structures (buildings). In this paper, effect blast-hole arrangement, delay time, decoupling charge on in multihole were numerically investigated. Through dynamic analysis software ANSYS/LS-DYNA, JOHNSON_HOLMQUIST_CONCRETE (JHC) model fluid-solid coupling method used to establish single-hole models. Based vibration, firstly, above three factors characteristics was analyzed....

10.1155/2022/2110160 article EN cc-by Shock and Vibration 2022-01-19

The topography and the incident angle of seismic waves both have considerable effects on ground motions canyons in a half-space. In this paper, theory wavefield decomposition artificial boundary is used to develop method for inputting obliquely SV waves. Formulas equivalent nodal forces applied truncated are derived implemented finite element method. validity proposed verified by test case. A parametric study then performed investigate influence canyon geometry response trapezoidal canyons....

10.1155/2023/3384829 article EN cc-by Shock and Vibration 2023-12-12

10.1016/j.ijrmms.2003.12.145 article EN International Journal of Rock Mechanics and Mining Sciences 2004-01-27
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