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Publikováno v:
In Cold Regions Science and Technology December 2019 168
Autor:
Zeinali, Amin1 (AUTHOR) amin.zeinali@ltu.se, Edeskär, Tommy1 (AUTHOR) tommy.edeskar@ltu.se, Laue, Jan1 (AUTHOR) jan.laue@ltu.se, Choudhary, Anil Kumar2 (AUTHOR)
Publikováno v:
Cogent Engineering. Jan2020, Vol. 7 Issue 1, p1-21. 21p.
Funder: Branschsamverkan I Grunden (BIG)ISBN för värdpublikation: 978-0-9946261-4-1
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http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-92845
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-92845
Akademický článek
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Tailings dams are raised with time depending upon rate of generation of waste. A tailings dam can contain different particle sized materials within its dam body. The newly raised embankment in a tailings dam can be considered as vertical load being a
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http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-62645
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-62645
In seasonal frost regions frost action is a major impact factor on pavement deterioration. Normallyfrost damage evaluation has been carried out by visual inspection in late spring in order to separate frostaction related damages from other pavement d
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http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-67484
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-67484
Over the last century the tailing volume generation has grown dramatically due to the mineral demand. Nowadays the mining industry is producing every year millions of tons of tailings. The storage of the tailings has become a challenge due to the inc
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http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-34637
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-34637
Autor:
Bergliv, Elin, Edeskär, Tommy
The shape of granular materials is known to affect strength and stiffness properties of soil and fills. Settlements in coarse fills are often explained by rearrangement within the soil skeleton induced by crushing and rounding of the individual aggre
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http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-32888
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-32888
Frost heave and thaw weakening are two common concerns in designing and constructing roads throughout cold region areas. Cold regions can be defined in terms of air temperature and frost penetration by frozen ground engineering. Researchers have been
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https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::291c9eb04a0a94a87cc13353c92c8370
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-30685
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-30685