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Impact of freeze-thaw on the physical properties and compressibility of saturated clay

  • Published:2019-12 Issue: Volume:168 Page:102873
  • ISSN:0165-232X
  • Container-title:Cold Regions Science and Technology
  • language:en
  • Short-container-title:Cold Regions Science and Technology

Author:

Fan Wenhu,Yang Ping,Yang Zhaohui (Joey)

Funder

National Natural Science Foundation of China

the Priority Academic Program Development of Jiangsu Higher Education Institutions

the National First-class Disciplines

the Doctorate Fellowship Foundation of Nanjing Forestry University

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference51 articles.

1. Pore water and effective pressure in the frozen fringe during soil freezing;Akagawa,2008

2. Hydraulic conductivity of compacted clay frozen and thawed in situ;Benson;J. Geotech. Eng.,1993

3. Ground freezing for support of open excavations;Braun;Eng. Geol.,1979

4. Hull wastewater flow transfer tunnel: recovery of tunnel collapse by ground freezing;Brown;Proc. Inst. Civil Eng. Geotech. Eng.,2004

5. A natural compression law for soils (an advance one–log p’);Butterfield;Geotechnique,1979

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