Evaluation of fractured rock layer heights in ballast railway embankment based on cooling effect of natural convection in cold regions-Reference-Cited by-同舟云学术

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Evaluation of fractured rock layer heights in ballast railway embankment based on cooling effect of natural convection in cold regions

Published:2005-07 Issue:2 Volume:42 Page:120-144
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Binxiang Sun,Xuezu Xu,Yuanming Lai,Mengxia Fang

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference28 articles.

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

2. Two-phase zone formation conditions under freezing of porous media;Bronfenbrener;J. Cryst. Growth,1999

3. Influence of local factors on permafrost occurrence and their implication for Qinghai–Xizang railway design;Cheng;Sci. China, Ser. D,2003

4. Winter-time convection in open-graded embankments;Goering;Cold Reg. Sci. Technol.,1996

5. Convective heat transfer in railway embankment ballast;Goering,2000

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