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Publikováno v:
Geotechnical Testing Journal. 17:150
Derivation of p-y curves from lateral load tests on deep foundations is a tedious and expensive task, requiring large numbers of strain gages along the length of the pile to develop bending moment versus depth relationships. A method is proposed whic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::03b97a024eebbb2b361705d3552f5441
https://doi.org/10.1520/gtj10087j
https://doi.org/10.1520/gtj10087j
