Zobrazeno 1 - 1
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pro vyhledávání: '"D. L. Mulyar"'
Publikováno v:
Soil Mechanics and Foundation Engineering. 54:32-37
A critical analysis is made of a method that uses piles to perform soil tests (Osterberg method) for the action of impressing loads. An ONLY-DOWN method of testing full-scale multisectional piles is proposed. This method makes testing more reliable a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::141c41601b18efb127549212bcd7c2ce
https://doi.org/10.1007/s11204-017-9429-5
https://doi.org/10.1007/s11204-017-9429-5
