Tao Meng

ORCID: 0000-0001-8370-2507
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About
Contact & Profiles
Research Areas
  • Rock Mechanics and Modeling
  • Landslides and related hazards
  • Coal Properties and Utilization
  • Geotechnical and Geomechanical Engineering
  • Drilling and Well Engineering
  • Hydrocarbon exploration and reservoir analysis
  • Geomechanics and Mining Engineering
  • Mining and Gasification Technologies
  • Hydraulic Fracturing and Reservoir Analysis
  • Concrete and Cement Materials Research
  • Geophysical Methods and Applications
  • Geothermal Energy Systems and Applications
  • Acoustic Wave Phenomena Research
  • Geotechnical Engineering and Underground Structures
  • Magnetic Properties of Alloys
  • Soil and Unsaturated Flow
  • Methane Hydrates and Related Phenomena
  • Magnetic Properties and Applications
  • Dam Engineering and Safety
  • Mine drainage and remediation techniques
  • Tunneling and Rock Mechanics
  • Cellular and Composite Structures
  • Atmospheric and Environmental Gas Dynamics
  • Groundwater flow and contamination studies
  • Building materials and conservation

Taiyuan University of Science and Technology
2018-2024

Taiyuan University of Technology
2016-2024

Institute of Rock and Soil Mechanics
2023

Guizhou University
2019-2022

Changsha University of Science and Technology
2022

Hubei University of Technology
2012-2021

Shanghai University
2007-2009

Shanghai Research Institute of Materials
2007

University of Finance and Economics
2004

Abstract The swelling of clay-sulfate rocks is a well-known phenomenon often causing threats to the success various geotechnical projects, including tunneling, road and bridge construction, geothermal drilling. origin usually explained by physical due clay expansion combined with chemical associated transformation anhydrite (CaSO 4 ) into gypsum ∙2H 2 O). latter occurs through dissolution subsequent precipitation. Numerical models that simulate rock must consider hydraulic, mechanical,...

10.1007/s00603-022-02872-1 article EN cc-by Rock Mechanics and Rock Engineering 2022-04-28

Abstract We developed a coupled hydro-mechanical (HM) model based on semi-logarithmic swelling law to reproduce the outcomes of tests clay-sulfate rock specimen collected from Freudenstein tunnel, which was constructed in Triassic Grabfeld Formation (formerly Gipskeuper = “Gypsum Keuper”) Southwest Germany period 1987–1991. The were conducted using an oedometer apparatus under constrained (no strain) or constant load conditions. used strain–time data obtained laboratory testing calibrate HM...

10.1007/s00603-023-03343-x article EN cc-by Rock Mechanics and Rock Engineering 2023-05-03

Calcium sulfate exists in three forms, namely dihydrate or gypsum (CaSO4·2H2O), anhydrite (CaSO4), and hemihydrate bassanite (CaSO4·0.5H2O) depending on temperature, pressure, pH, formation conditions. The of calcium sulfates occurs widely nature many engineering settings. Herein, a dataset containing the experimental solubility data minerals, i.e., anhydrite, aqueous solutions is presented. compiled contains values extracted from 42 papers published between 1906 2019. can be used for...

10.3390/data7100140 article EN cc-by Data 2022-10-16

Underground in situ pyrolysis and gasification is an important method to enable clean utilization of lignite China. In this study, using the high-temperature triaxial permeability test equipment for different ranges temperature pore pressure, mechanical characteristics from Pingzhuang Mine Area Chifeng have been examined. The results show that, at constant confining elastic modulus decreases with increasing temperature. For up approximately 75°C, close under uniaxial state. As increases,...

10.1155/2016/1430641 article EN cc-by Advances in Materials Science and Engineering 2016-01-01
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