Thaw Penetration in Frozen Ground Subjected to Hydronic Heating-Reference-Cited by-同舟云学术

Thaw Penetration in Frozen Ground Subjected to Hydronic Heating

Published:2017-03 Issue:1 Volume:31 Page:04016008
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Sveen Svein-Erik¹,Nguyen Hung Thanh²,Sørensen Bjørn Reidar³

Affiliation:

1. Assistant Professor, UiT-Norwegian Arctic Univ., Faculty of Engineering Science and Technology, Institute of Building, Energy and Material Technology, P.O. Box 385, 8505 Narvik, Norway (corresponding author).

2. Associate Professor, UiT-Norwegian Arctic Univ., Faculty of Engineering Science and Technology, Institute of Building, Energy and Material Technology, P.O. Box 385, 8505 Narvik, Norway.

3. Professor, UiT-Norwegian Arctic Univ., Faculty of Engineering Science and Technology, Institute of Building, Energy and Material Technology, P.O. Box 385, 8505 Narvik, Norway.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000117

Reference20 articles.

1. Characteristic parameters of a hypocaust construction

2. Beistline E. H. (1963). “Placer mining in frozen ground.” Proc. Int. Conf. on Permafrost National Academy of Sciences—National Research Council Washington DC 463–467.

3. Thermal Analysis, Construction, and Monitoring Methods for Frozen Ground

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