Influence of boundary conditions on the cooling effect of crushed-rock embankment in permafrost regions of Qinghai–Tibetan Plateau-Reference-Cited by-同舟云学术

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Influence of boundary conditions on the cooling effect of crushed-rock embankment in permafrost regions of Qinghai–Tibetan Plateau

Published:2006-04 Issue:3 Volume:44 Page:225-239
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Zhang Mingyi,Lai Yuanming,Gao Zhihua,Yu Wenbing

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference19 articles.

1. Thawing index and freezing index on the embankment surface in permafrost regions;Cheng;Journal of Glaciology and Geocryology,2003

2. Passively cooled railway embankments for use in permafrost areas;Goering;Journal of Cold Regions Engineering,2003

3. Winter-time convection in open-graded embankments;Goering;Cold Regions Science and Technology,1996

4. Permeability effect on winter-time natural convection in gravel embankments;Goering,1999

5. Advanced Mechanics of Fluids in Porous Media;Kong,1999

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1. Deformation causes of the Embankment-Bridge transition section in warm permafrost: The case study of a dry bridge along the Qinghai-Tibet railway;Engineering Failure Analysis;2024-09

2. Thermo-mechanical Stability Analysis of Hollow Cellular Concrete Block Air Convection Embankments for Cold Regions;IOP Conference Series: Earth and Environmental Science;2024-05-01

3. Permafrost Degradation Threatening the Qinghai−Xizang Railway;Engineering;2024-03

4. Effects of complex environment on soil thermal regime alteration under crushed-rock embankment structures in the permafrost region on the Roof of the World;Cold Regions Science and Technology;2024-01

5. Triggering Mechanism and Mitigation Strategies of Freeze-Thaw Landslides for Engineering in Cold Regions: A Review;Springer Series in Geomechanics and Geoengineering;2024

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