Compaction Effect Due to Single Pile Driving in PHC Pile Treated Soft Clayey Deposit

نویسندگان

چکیده

Abstract The compaction effect of extra-long prestressed high-strength concrete (PHC) piles in deep soft soil foundation was studied by field test. pore water pressure gauge, inclinometer were embedded different plane positions or depths the to monitor and deformation when driving pile. research shows that magnitude excess caused single pile installation is mainly related buried depth measuring point linear distance between tip point. shorter deeper is, greater installation. horizontal influence radius compacting on about 10.7 m. induced increases with depth, obviously affected stratum properties. In vicinity high permeability coefficient, such as thin sand layer silty fine layer, cannot be accumulated a large amount. existing subgrade restricts lateral PHC piles. small at top bottom, middle. inflection curve appears connection position. relationship given.

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ژورنال

عنوان ژورنال: Lecture notes in civil engineering

سال: 2023

ISSN: ['2366-2565', '2366-2557']

DOI: https://doi.org/10.1007/978-981-99-2532-2_26