Full-scale load testing on long prefabricated concrete piles in the Port of Rotterdam

I. Matic, R.E.P. de Nijs, M. De Vos, Alfred Roubos

Research output: Chapter in Book/Conference proceedings/Edited volumeConference contributionScientificpeer-review

105 Downloads (Pure)

Abstract

In 2017 the Dutch national standardization institute (NEN) released a new version of the National Annex to NEN-EN 1997-1 Eurocode 7, including revised reduced pile base factors. This has a significant impact on the dimensions of pile foundations. Consequently, in situ load tests were considered in the Port of Rotterdam. In this study, full-scale static load tests (SLT) were conducted on four prefabricated concrete piles (36 m long), in order to optimize the design of a new quay wall. The test piles were instrumented with several types of optical fibers along the length, enabling detailed registration of shaft friction and base resistance. Since the optical fibers were already installed at casting, unique insights have been acquired regarding the residual stresses in the piles after hardening. These stresses are commonly not taken into consideration, resulting in underestimation of base capacity in favor of shaft. Since the test piles were loaded after different time periods, the effect of aging was additionally investigated in this study. After the completion of the SLT’s, fully instrumented rapid load tests (RLT) were conducted on the same four piles. Subsequently, this provided the opportunity to compare and correlate the results of SLT and RLT for different soil types. This paper presents the results, conclusions and recommendations that follow from these tests. The results of this study have been used to optimize the design of the quay wall by reducing the number of piles by approximately 25% and hence, the overall construction costs by 5%.
Original languageEnglish
Title of host publicationProceedings of the XVII ECSMGE-2019
Subtitle of host publicationGeotechnical Engineering foundation of the future
PublisherIcelandic Geotechnical Society (IGS)
Number of pages8
ISBN (Print)978-9935-9436-1-3
Publication statusPublished - 2019
EventThe XVII European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering, foundation of the future - Reykjavik, Iceland
Duration: 1 Sep 20196 Sep 2019
https://www.ecsmge-2019.com/#

Conference

ConferenceThe XVII European Conference on Soil Mechanics and Geotechnical Engineering
Abbreviated titleECSMGE
CountryIceland
CityReykjavik
Period1/09/196/09/19
Internet address

Keywords

  • Full-scaled load testing
  • Optical fibers
  • Rapid load testing
  • Pile aging
  • Static load testing

Fingerprint

Dive into the research topics of 'Full-scale load testing on long prefabricated concrete piles in the Port of Rotterdam'. Together they form a unique fingerprint.

Cite this