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In-depth improvement of soil at the base of roads on taliks
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作者 Alexey Y.Burukin Svyatoslav Ya.Lutskiy konstantin n.khripkov 《Research in Cold and Arid Regions》 CSCD 2015年第5期475-481,共7页
The article presents a new technological solution to improve the safety of embankment bases on taliks during construction periods. The use of geotextile-sleeved sand columns and geogrids on low-temperature permafrost ... The article presents a new technological solution to improve the safety of embankment bases on taliks during construction periods. The use of geotextile-sleeved sand columns and geogrids on low-temperature permafrost is investigated. The correlations between mechanical and temperature processes under this in-depth base improvement method are calculated. 展开更多
关键词 PERMAFROST EMBANKMENT base improvement GEOTEXTILE GEOGRID
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