Instrumentation and axial load testing of displacement piles

Adriano V.D. Bica, Monica Prezzi, Hoyoung Seo, Rodrigo Salgado, Daehyeon Kim

Research output: Contribution to journalArticle

14 Scopus citations

Abstract

Despite the fact that results of many instrumented pile load tests have been reported in the literature, it is difficult to find well-documented instrumentation procedures that can be used when planning a load testing programme. A load test programme designed to investigate various aspects of the design and behaviour of driven steel piles is discussed in the present paper. Although the literature contains information on load testing of instrumented piles driven in either sand or clay, limited information is available regarding their axial load response in transitional soils (soils composed of various amounts of clay, silt and sand). Results are presented for fully instrumented axial load tests performed on an H pile and a closed-ended pipe pile driven into a multilayered soil profile consisting of transitional soils. In addition, the load testing planning, the instrumentation of the piles, the testing methods and the interpretation of the pile testing data are discussed in detail in the context of this and other load testing programmes described in the literature, in order to illustrate the various steps.

Original languageEnglish
Pages (from-to)238-252
Number of pages15
JournalProceedings of the Institution of Civil Engineers: Geotechnical Engineering
Volume167
Issue number3
DOIs
StatePublished - Jun 1 2014

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Keywords

  • Field testing and monitoring
  • Foundations
  • Piles and piling

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