THE PERFORMANCE OF ROCK SOCKETTED PILES IN LOW STRENGTH SILTSTONE

Access to the channel island power station near darwin in the northern territory required the construction of two 500 m long bridges. Foundations for the bridges consist of large diameter rock socketted piles founded in subvertically bedded low strength siltstone. A test pile was constructed at each bridge site to assess the performance under axial (tension and compression) loading and lateral loading. Results from the channel island test indicated a backfigured rock modulus of twice the measured pressuremeter modulus from the compression test, and approximately equal values from the lateral test. Elizabeth river test results were less consistent with a backfigured modulus from the test up to ten times the measured pressuremeter modulus, interaction between the pile and reaction system affecting results. (Author/TRRL)

  • Availability:
  • Corporate Authors:

    Institution of Engineers

    11 National Circuit
    Barton, A.C.T.,   Australia 
  • Authors:
    • Sales, A A
  • Publication Date: 1988-12

Media Info

  • Features: References;
  • Pagination: p. 9-18
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00491484
  • Record Type: Publication
  • Source Agency: ARRB
  • Files: ITRD, TRIS, ATRI
  • Created Date: Mar 31 1990 12:00AM