Pipeline response to pile driving and adjacent excavation

P. W. Linehan, A. Longinow, C. H. Dowding

Research output: Contribution to journalArticlepeer-review

19 Scopus citations

Abstract

This paper describes the response and performance of a pressurized 300-psi natural gas pipeline that was immediately adjacent to construction work for pile foundations of a bridge. The sheet pile cofferdam walls for the bridge abutment are successfully installed 2-4 ft from a 3.0-ft diameter steel pipeline. Performance controls for allowable vibration and movement are described. Measured pipeline vibration and displacements are related to construction activities. Rationales for changes in construction whenever pipeline response approached the control limits are discussed.

Original languageEnglish (US)
Pages (from-to)300-316
Number of pages17
JournalJournal of Geotechnical Engineering
Volume118
Issue number2
DOIs
StatePublished - Feb 1992

ASJC Scopus subject areas

  • Environmental Science(all)
  • Earth and Planetary Sciences(all)

Fingerprint

Dive into the research topics of 'Pipeline response to pile driving and adjacent excavation'. Together they form a unique fingerprint.

Cite this