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A platform for research: civil engineering, architecture and urbanism
Boring and pile driving into permafrost
Methods of experimental driving of piles and boring of holes employed in Vorkuta, Soviet Siberia; soils of site were represented by silty loams of upper and lower moraines containing gravel and pebbles measuring 2 to 4 cm, in quantity from 20 to 40%; there were no large ice inclusions, total water content was 20 to 25%; soil temperature at depth of 4 to 8 m was -0.7 to -1 C; study showed that to drive piles directly into permafrost it is most effective to use percussive method, in particular, diesel hammer. (English translation of Osnovaniya, Fundamenty i Mekhanika Gruntov) (03490)
Boring and pile driving into permafrost
Methods of experimental driving of piles and boring of holes employed in Vorkuta, Soviet Siberia; soils of site were represented by silty loams of upper and lower moraines containing gravel and pebbles measuring 2 to 4 cm, in quantity from 20 to 40%; there were no large ice inclusions, total water content was 20 to 25%; soil temperature at depth of 4 to 8 m was -0.7 to -1 C; study showed that to drive piles directly into permafrost it is most effective to use percussive method, in particular, diesel hammer. (English translation of Osnovaniya, Fundamenty i Mekhanika Gruntov) (03490)
Boring and pile driving into permafrost
Soil Mech Found Eng
Vyalov, S.S. (author) / Targulyan, Yu.O. (author)
1968
4 pages
Article (Journal)
English
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