Bearing capacity evaluation of small-diameter spiral piles in soft ground subjected to combined loads

نویسندگان

چکیده

In the current practices, evaluation method for bearing capacity of small-diameter spiral piles is a conservative performed on safe side, since it does not consider integration effect with surrounding ground due to rotational press-fitting. addition, subjected combined loads has been established. this study, series push-in, pull-out, and horizontal loading tests constructed soft viscous conducted, easily by press-fitting proposed. Subsequently, based proposed method, are modelled FEM analysis, various test results reproduced, coefficients considering in numerical analysis With same using established coefficients, characteristics vertical batter obtained. Finally, results, formulas envelopes H-V-M space accuracy verified.

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ژورنال

عنوان ژورنال: Soils and Foundations

سال: 2022

ISSN: ['2524-1788', '1881-1418', '0038-0806']

DOI: https://doi.org/10.1016/j.sandf.2022.101204