Effect of the technology of driving piles and their cross-sectional shape and dimensions on their bearing capacity in permafrost
Author(s): |
G. N. Maksimov
|
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Medium: | journal article |
Language(s): | English |
Published in: | Soil Mechanics and Foundation Engineering, January 1964, n. 1, v. 1 |
Page(s): | 30-35 |
DOI: | 10.1007/bf01704028 |
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10208078 - Published on:
05/12/2018 - Last updated on:
05/12/2018