Baotang Shen

ORCID: 0000-0003-3599-9697
Publications
Citations
Views
---
Saved
---
About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Landslides and related hazards
  • Geotechnical and Geomechanical Engineering
  • Drilling and Well Engineering
  • Geomechanics and Mining Engineering
  • Hydraulic Fracturing and Reservoir Analysis
  • Geophysical Methods and Applications
  • Geotechnical Engineering and Analysis
  • Geotechnical Engineering and Underground Structures
  • Numerical methods in engineering
  • Geoscience and Mining Technology
  • Tunneling and Rock Mechanics
  • Seismic Imaging and Inversion Techniques
  • Grouting, Rheology, and Soil Mechanics
  • Tailings Management and Properties
  • Geothermal Energy Systems and Applications
  • Soil and Unsaturated Flow
  • Fatigue and fracture mechanics
  • Groundwater flow and contamination studies
  • Coal Properties and Utilization
  • Dam Engineering and Safety
  • Geological Modeling and Analysis
  • High-Velocity Impact and Material Behavior
  • Methane Hydrates and Related Phenomena
  • CO2 Sequestration and Geologic Interactions

Shandong University of Science and Technology
2014-2024

Australian Resources Research Centre
2020-2024

Mineral Resources
2020-2024

Commonwealth Scientific and Industrial Research Organisation
2015-2024

Health Sciences and Nutrition
2018-2023

University of Wollongong
2013

The University of Queensland
2011

GFZ Helmholtz Centre for Geosciences
2010

Plant Industry
2005

Central Party School of the Communist Party of China
2001

10.1007/s00603-013-0528-y article EN Rock Mechanics and Rock Engineering 2013-11-30

A series of uniaxial compression tests were performed on gypsum specimens with preexisting fractures to study the failure mechanism and rock bridges in fractured masses. The coalescence two parallel offset was investigated by monitoring process fracture initiation propagation a video camera. showed that inclined can coalesce shear and/or tensile under load. path mainly depend relative position fractures. For instance, when are coplanar or slightly offset, is generated failure; they...

10.1029/95jb00040 article EN Journal of Geophysical Research Atmospheres 1995-04-10

10.1016/j.ijrmms.2007.08.011 article EN International Journal of Rock Mechanics and Mining Sciences 2007-11-26

Large diameter boreholes drilled to a depth of 1000–2000 m are currently investigated in Australia as potential solution for waste emplacement and long-term containment long-lived intermediate-level radioactive (ILW). Different potentially suitable types host rocks considered, including granite, shale salt. This study is aimed at assessing the risk borehole instability large deep shale. The investigation conducted with numerical simulations using CSIRO-developed modelling tools FRACOD...

10.1016/j.tust.2024.105606 article EN cc-by-nc-nd Tunnelling and Underground Space Technology 2024-01-23

The authors investigate the failure modes surrounding over-stressed tunnels in rock. Three lines of investigation are employed: three-dimensional (3D) models bored under 3D stress, two-dimensional (2D) numerical simulations 1000 m and 2000 deep using FRACOD, both intact rock masses with one or two joint sets, finally, observations TBM (tunnel boring machine) hard medium massive rocks. reason for 'stress-induced' to initiate, when assumed maximum tangential stress is approximately (0.4–0.5)σc...

10.1016/j.jrmge.2016.11.004 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2016-11-30

In this paper, the Mohr-Coulomb shear strength criterion is modified by mobilising cohesion and internal friction angle with normal stress, in order to capture nonlinearity critical state concept for intact rocks reported literature. The mathematical expression same as classical form, but terms of depend on stress now, leading a nonlinear relationship between stress. It covers both tension compression regions different expressions angle. strengths from two join continuously at transition...

10.1016/j.jrmge.2018.04.002 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2018-05-30

Based on the movement characteristics of overlying strata with gangue backfilling, compression test is designed. The deformation characterristics obtained based different Talbot index. has a logarithmic growth trend, including sharp stage, linear rheological and resistance to changes in stages. more advantageous gradation index control surface subsidence. On basis similarity simulation roof failure evolution supporting force are analyzed. In early stage beam structure damage directly occurs...

10.12989/gae.2020.20.6.485 article EN Geomechanics and Engineering 2020-01-01

10.1016/j.ijrmms.2010.09.007 article EN International Journal of Rock Mechanics and Mining Sciences 2010-10-17

10.1016/j.ijrmms.2017.01.010 article EN International Journal of Rock Mechanics and Mining Sciences 2017-01-18

HYDROCK method aims to store thermal energy in the rock mass using hydraulically propagated fracture planes. The hydraulic fractures can interact with pre-existing natural resulting a complex network, which influence storage performance. This study investigates interactions between and mechanics approach. new functionality of modelling code FRACOD that enables crossing driven by is presented. A series two-dimensional numerical models prepared simulate interaction at different approach angles...

10.1016/j.jrmge.2019.07.004 article EN cc-by-nc-nd Journal of Rock Mechanics and Geotechnical Engineering 2019-08-02

10.1007/s00603-014-0621-x article EN Rock Mechanics and Rock Engineering 2014-07-03

Water inrush in underground mines is a major safety threat for mining personnel, and it can also cause damage to equipment result severe production losses. be attributed the coalescence of rock fractures formation water channel mass due interaction fractures, hydraulic flow, stress field. Hence, predicting fracturing process key investigating mechanisms safe mining. A new coupling method designed FRACOD investigate disaster (known as “Luotuoshan accident”) which occurred China 2010 32 people...

10.1155/2019/1796965 article EN cc-by Geofluids 2019-12-31
Coming Soon ...