Shougen Chen

ORCID: 0000-0001-5167-5188
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About
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Research Areas
  • Rock Mechanics and Modeling
  • Geotechnical Engineering and Analysis
  • Geoscience and Mining Technology
  • Grouting, Rheology, and Soil Mechanics
  • Karst Systems and Hydrogeology
  • Coal Properties and Utilization
  • Blasting Impact and Analysis
  • Civil and Geotechnical Engineering Research
  • Geological Modeling and Analysis
  • Mineral Processing and Grinding
  • Aerodynamics and Fluid Dynamics Research
  • CO2 Sequestration and Geologic Interactions
  • Geochemistry and Geologic Mapping
  • Drilling and Well Engineering
  • Tunneling and Rock Mechanics
  • Underground infrastructure and sustainability
  • Geotechnical Engineering and Underground Structures
  • Wind and Air Flow Studies
  • Fluid Dynamics and Turbulent Flows
  • Metal Extraction and Bioleaching
  • Landslides and related hazards
  • Geothermal Energy Systems and Applications

Southwest Jiaotong University
2011-2023

10.1016/j.tust.2015.10.039 article EN Tunnelling and Underground Space Technology 2015-11-10

Gas outburst can result in great loss of life and property during tunnel construction. tunnels non-coal formation is often more harmful than that coal-bearing formation. In order to take effective countermeasures prevent the occurrence gas construction, it essential assess risk before This paper attempts establish an assessment system for evaluating survey phase tunnelling based on attribute mathematical theory. Based principle relevance operability, eight factors influence are selected as...

10.1080/19475705.2018.1530305 article EN cc-by Geomatics Natural Hazards and Risk 2019-01-01

Forced ventilation or newly built vertical shafts are mainly used to solve problems in large underground cavern groups. However, it is impossible increase air supply due the size restriction of construction roadway, resulting deterioration. Based on Jinzhou oil storage project, we proposed both a summer scheme and winter scheme, after upper layer excavation completed connected with shaft. A three-dimensional numerical model validated field test data was performed investigate velocity CO...

10.3390/su10103768 article EN Sustainability 2018-10-18

The stability of ground surface along tunnels in karst terrain is influenced by complex factors, among which the features are significant ones. Under influence karst, very easy to collapse, thus causing great casualties and economic losses. To provide guidance for maintaining tunnels, an analysis system proposed assessing based on improved fuzzy comprehensive evaluation. Based case collapse review related researches, evaluation index assessment was established. ridge‐shaped membership...

10.1155/2021/5523668 article EN cc-by Advances in Civil Engineering 2021-01-01

This paper is to investigate the geological prediction in front of working face during tunneling. As tunneling a dynamic process and each detection method has its adaptability, an integrated system was proposed. The divided into four stages. stages are complement verification for other achieve reliable result. then applied practical Doupengshan Tunnel on high speed railway from Guiyang Guangzhou, China. From application, finalized result obtained, which suggested that can obtain

10.1061/9780784412121.340 article EN Geo-Congress 2019 2012-03-29

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10.2139/ssrn.4753308 preprint EN 2024-01-01

Based on the construction of high risk tunnels in Guiguang-Guangzhou high-speed railway, several new technologies were developed for high-risk tunnel construction. First, an integrated advanced geological prediction was tunneling karst area. Then, a system ventilation by involving dedusting technology proposed and used field, which received good air quality. Finally, method to minimize distance between working face invert installation optimizing adopting micro bench method. Applying project...

10.1007/s40534-013-0026-7 article EN cc-by Journal of Modern Transportation 2013-12-01
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