A5010793680- Rock Mechanics and Modeling
- Landslides and related hazards
- Geotechnical Engineering and Underground Structures
- Geotechnical and Geomechanical Engineering
- Geophysical Methods and Applications
- Geotechnical Engineering and Analysis
- Geomechanics and Mining Engineering
- Seismic Imaging and Inversion Techniques
- High-Velocity Impact and Material Behavior
- Groundwater flow and contamination studies
- Geoscience and Mining Technology
- Drilling and Well Engineering
- Tunneling and Rock Mechanics
- Hydraulic Fracturing and Reservoir Analysis
- Geophysical and Geoelectrical Methods
- earthquake and tectonic studies
- Grouting, Rheology, and Soil Mechanics
- Computational Drug Discovery Methods
- Seismic Waves and Analysis
- Evaluation and Optimization Models
- Fluid Dynamics Simulations and Interactions
- Mineral Processing and Grinding
- Mine drainage and remediation techniques
- Tailings Management and Properties
- Advanced Decision-Making Techniques
University of Manchester
2024-2025
University of Glasgow
2021-2025
China University of Mining and Technology
2024
Nanyang Technological University
2016-2020
Chengdu University of Technology
2020
University of Leeds
2015-2017
Central South University
2012-2015
Western University
2009
Chinese Academy of Sciences
2000-2001
Institute of Mechanics
2000
Geological discontinuities have a controlling influence for many rock-engineering projects in terms of strength, deformability and permeability, but their characterisation is often very difficult. Whilst are modelled as lacking any rock masses visible only incipient tensile strength that may approach can even exceed the parent rock. This fact high importance realistic mass generally ignored. It argued current ISRM other standards characterisation, well classification schemes such RMR Q, do...
Abstract Multi-seam mining often leads to the retention of a significant number coal pillars for purposes such as protection, safety, or water isolation. However, stress concentration beneath these residual can significantly impact their strength and stability when below them, potentially leading hydraulic support failure, surface subsidence, rock bursting. To address this issue, linkage between failure instability strata during multi-seam is examined in study. Key controls include pillar...
Mineral grains serve as the basic units of rocks. Understanding rock materials at grain-scale level allows us to unveil underlying fundamental mechanisms, thereby facilitating development and innovation engineering solutions. This is especially significant amidst current energy sustainability transition, where many geomechanics applications require a shift towards more scientific, environmentally friendly, sustainable approaches. The Discrete Element Method (DEM) numerical tool that has been...
Abstract Granite formations have been frequently involved in subsurface energy‐related activities such as radioactive waste disposal, oil, and gas storage. This is principally because of their mechanical stability, low permeability, high corrosion resistance. These favorable properties, however, can be compromised by the addition mineral veins, which tend to occur ubiquitously upper crustal rock formations. Evaluation impact veins on integrity rupture characteristics granite, especially...
Geothermal reservoirs are highly anisotropic and heterogeneous, thus require a variety of structural geology, geomechanical, remote sensing, geophysical hydraulic techniques to inform Discrete Fracture Network flow models. Following the Paris Agreement on reduction carbon emissions, such have received more attention new that support models were developed. A comprehensive review is therefore needed merge innovative traditional technical approaches into coherent framework enhance extraction...
True persistence of rock discontinuities (areas with insignificant tensile strength) is an important factor controlling the engineering behaviour fractured masses, but extremely difficult to quantify using current geological survey methodologies, even where there good exposure. Trace length as measured in field or remote measurement devices actually only broadly indicative for practice and numerical modelling. Visible traces are treated if they were open fractures within mass...