Subsurface conditions and pile installation data. 1989 foundation engineering congress test section

Richard J. Finno*

*Corresponding author for this work

Research output: Contribution to journalConference articlepeer-review

18 Scopus citations

Abstract

A series of axial load tests have been conducted on an HP 14×73 pile, 18 in. diameter closed-ended pipe pile, a drilled pier installed using the slurry method and a drilled pier installed with temporary casing. These tests have been performed in conjunction with a pile prediction event associated with the 1989 Foundation Engineering Congress. This paper includes the information sent to potential predictors so that a priori predictions could be made. Data made available to the predictors include subsurface conditions at the test section, results of in situ and laboratory tests for the test section soils, test and anchor pile installation data, and load testing schedules.

Original languageEnglish (US)
Pages (from-to)1-74
Number of pages74
JournalGeotechnical Special Publication
Issue number23
StatePublished - Dec 1 1989
EventPile Prediction Symposium - Evanston, IL, USA
Duration: Jun 25 1989Jun 25 1989

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

Fingerprint Dive into the research topics of 'Subsurface conditions and pile installation data. 1989 foundation engineering congress test section'. Together they form a unique fingerprint.

Cite this