Coverart for item
The Resource TILT : the Treasure Island Liquefaction Test, by Scott A. Ashford, Kyle M. Rollins

TILT : the Treasure Island Liquefaction Test, by Scott A. Ashford, Kyle M. Rollins

Label
TILT : the Treasure Island Liquefaction Test
Title
TILT
Title remainder
the Treasure Island Liquefaction Test
Statement of responsibility
by Scott A. Ashford, Kyle M. Rollins
Title variation
Treasure Island Liquefaction Test
Creator
Contributor
Subject
Language
eng
Member of
Additional physical form
Also available online.
Cataloging source
CBT
http://library.link/vocab/creatorName
Ashford, Scott A
Funding information
Performed for California Dept. of Transportation Engineering Service Center under contract nos.
Illustrations
charts
Index
no index present
LC call number
TA710
LC item number
.A84 2002
Literary form
non fiction
Nature of contents
  • bibliography
  • technical reports
Period covered
Oct. 1998-June 2001.
http://library.link/vocab/relatedWorkOrContributorName
  • Rollins, Kyle M
  • California
  • Structural Systems Research Project
  • University of California, San Diego
  • Brigham Young University
Series statement
Structural Systems Research Project
Series volume
report no. SSRP-2001/17
http://library.link/vocab/subjectName
  • Soil liquefaction
  • Earthquake damage
  • Earthquake engineering
  • Earthquake resistant design
  • Treasure Island (San Francisco, Calif.)
Type of report
Final report.
Label
TILT : the Treasure Island Liquefaction Test, by Scott A. Ashford, Kyle M. Rollins
Link
https://archive.org/details/tilttreasureisla2002ashf
Instantiates
Publication
Note
  • "January 2002."
  • Cover title
  • "This report presents the results of the Treasure Island Liquefaction Test (TILT), a joint project carried out by University of California, San Diego, and Brigham Young University. To improve our understanding of the lateral load behavior of deep foundations in liquefied soil, a series of full-scale lateral load tests were been performed at the National Geotechnical Experimentation Site (NGES) at Treasure Island in San Francisco, California. The ultimate goal of the (TILT) project was to develop lateral load-displacement relationships for a variety of individual piles and pile groups in liquefied sand under full-scale conditions. The tests were carried out using a high-speed hydraulic loading system after the sand surrounding the piles was liquefied using blasting techniques."
Bar code
31223093210558
Bibliography note
Includes bibliographical references
Carrier category
volume
Carrier category code
  • nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Dimensions
28 cm.
Extent
1 v. (various pagings)
Media category
unmediated
Media MARC source
rdamedia
Media type code
  • n
Other physical details
charts
System control number
  • 49885673
  • (OCoLC)49885673
Label
TILT : the Treasure Island Liquefaction Test, by Scott A. Ashford, Kyle M. Rollins
Link
https://archive.org/details/tilttreasureisla2002ashf
Publication
Note
  • "January 2002."
  • Cover title
  • "This report presents the results of the Treasure Island Liquefaction Test (TILT), a joint project carried out by University of California, San Diego, and Brigham Young University. To improve our understanding of the lateral load behavior of deep foundations in liquefied soil, a series of full-scale lateral load tests were been performed at the National Geotechnical Experimentation Site (NGES) at Treasure Island in San Francisco, California. The ultimate goal of the (TILT) project was to develop lateral load-displacement relationships for a variety of individual piles and pile groups in liquefied sand under full-scale conditions. The tests were carried out using a high-speed hydraulic loading system after the sand surrounding the piles was liquefied using blasting techniques."
Bar code
31223093210558
Bibliography note
Includes bibliographical references
Carrier category
volume
Carrier category code
  • nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Dimensions
28 cm.
Extent
1 v. (various pagings)
Media category
unmediated
Media MARC source
rdamedia
Media type code
  • n
Other physical details
charts
System control number
  • 49885673
  • (OCoLC)49885673

Library Locations

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      37.779376 -122.415795
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