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Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils

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Soil Mechanics and Foundation Engineering Aims and scope

For bored cast-in-situ piles measuring up to 31 m in length, negative skin friction force calculations are compared according to static load test and accompanying cone penetration testing (CPT) data in subsiding soils. The negative skin friction forces calculated on the basis of CPT data are shown to be the closest to those obtained in static pile tests, taking the CPT sleeve friction data into account. Therefore, it is proposed to employ a procedure using sleeve friction data when calculating negative skin friction forces in bored cast-insitu piles in subsiding soils according to CPT data.

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Authors and Affiliations

  1. Gersevanov Research Institute of Bases and Underground Structures (NIIOSP), Moscow, Russia

    A. M. Dzagov

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  1. A. M. Dzagov
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Correspondence to A. M. Dzagov.

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, November-December, 2021.

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Dzagov, A.M. Assessment of Negative Skin Friction in Bored Cast-In-Situ Piles According to Cone Penetration Test Data in Subsiding Soils. Soil Mech Found Eng 58, 439–444 (2022). https://doi.org/10.1007/s11204-022-09764-0

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  • DOI: https://doi.org/10.1007/s11204-022-09764-0

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