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Publikováno v:
Geotechnical Testing Journal. 21:213
An experimental program using large model piles in sand was conducted to study the shaft resistance behavior of piles subject to uplift loads. Model single pipe piles of different diameters (45 to 178 mm) were subjected to static uplift loading to fa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b279359d20b6f89fed58dc8d3e068c24
https://doi.org/10.1520/gtj10895j
https://doi.org/10.1520/gtj10895j
