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Ground temperature characteristics during artificial freezing around a subway cross passage

  • Published:2019-09 Issue: Volume:20 Page:100250
  • ISSN:2214-3912
  • Container-title:Transportation Geotechnics
  • language:en
  • Short-container-title:Transportation Geotechnics

Author:

Fan Wenhu,Yang Ping

Funder

National Natural Science Foundation of China

Priority Academic Program Development of Jiangsu Higher Education Institutions

Doctorate Fellowship Foundation of Nanjing Forestry University

National First-class Disciplines

China Railway 18th Bureau Group Co., Ltd

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference17 articles.

1. Frozen ground engineering;Andersland,2004

2. Numerical solution of phase-change problems;Bonacina;Int J Heat Mass Transf,1973

3. In situ monitoring of frost heave pressure during cross passage construction using ground-freezing method;Han;Can Geotech J,2015

4. Three-dimensional nonlinear analysis for temperature characteristic of ventilated embankment in permafrost regions;Lai;Cold Reg Sci Technol,2004

5. Minimum ground pre-freezing time before excavation of Guangzhou subway tunnel;Li;Cold Reg Sci Technol,2006

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