Coverart for item
The Resource Design and performance of deep foundations : piles and piers in soil and soft rock : proceedings of sessions sponsored by the Committees on Deep Foundations and Rock Mechanics of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Dallas, Texas, October 24-28, 1993, edited by Priscilla P. Nelson, Trevor D. Smith, and Edward C. Clukey

Design and performance of deep foundations : piles and piers in soil and soft rock : proceedings of sessions sponsored by the Committees on Deep Foundations and Rock Mechanics of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Dallas, Texas, October 24-28, 1993, edited by Priscilla P. Nelson, Trevor D. Smith, and Edward C. Clukey

Label
Design and performance of deep foundations : piles and piers in soil and soft rock : proceedings of sessions sponsored by the Committees on Deep Foundations and Rock Mechanics of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Dallas, Texas, October 24-28, 1993
Title
Design and performance of deep foundations
Title remainder
piles and piers in soil and soft rock : proceedings of sessions sponsored by the Committees on Deep Foundations and Rock Mechanics of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Dallas, Texas, October 24-28, 1993
Statement of responsibility
edited by Priscilla P. Nelson, Trevor D. Smith, and Edward C. Clukey
Contributor
Subject
Genre
Language
eng
Summary
  • Deep foundation design is an area of civil engineering which is undergoing rapid development based on improvements in numerical analysis and the execution of well- defined field tests and carefully composed laboratory testing programs. Here, eighteen peer-reviewed papers present recent studies on the behavior of and advances in the design of deep foundations, including driven piles and drilled piers, in soil and soft rock, onshore and offshore
  • Contributions feature the use of in-situ tests in design; recent studies on the full-scale field behavior of pile groups and installation of driven piles; and the design and construction of drilled shaft foundations in hard soils and soft rock
Member of
Cataloging source
DLC
Dewey number
624.1/5
Illustrations
illustrations
Index
index present
LC call number
TA775
LC item number
.D525 1993
Literary form
non fiction
Nature of contents
bibliography
http://library.link/vocab/relatedWorkOrContributorDate
  • 1950-
  • 1993
http://library.link/vocab/relatedWorkOrContributorName
  • Nelson, Priscilla P
  • Smith, Trevor D
  • Clukey, Edward Charles
  • American Society of Civil Engineers
  • American Society of Civil Engineers
  • ASCE National Convention
Series statement
Geotechnical special publication
Series volume
no. 38
http://library.link/vocab/subjectName
  • Foundations
  • Piling (Civil engineering)
  • Piers
Label
Design and performance of deep foundations : piles and piers in soil and soft rock : proceedings of sessions sponsored by the Committees on Deep Foundations and Rock Mechanics of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Dallas, Texas, October 24-28, 1993, edited by Priscilla P. Nelson, Trevor D. Smith, and Edward C. Clukey
Link
http://www.gbv.de/dms/bowker/toc/9780872629875.pdf
Instantiates
Publication
Bibliography note
Includes bibliographical references and indexes
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Contents
  • Use of Pressuremeter in Mixed Highrise Foundation Design / Clyde N. Baker, Jr. -- Driven Then Pushed Minicone Tests in a Sand Chamber / Jean-Louis Briaud and Karim Khalaf -- Lateral Loading Curves from Pressuremeter Tests / Craig C. La Vielle and John M.O. Hughes -- Evaluation of Dilatometer Method to Determine Axial Capacity of Driven Model Pipe Piles in Clay / Alan J. Lutenegger and Gerald A. Miller -- Drilled Shaft Friction Evaluation via Pullout Tests / F.C. Townsend, Craig E. Dunkelberger and D. Bloomquist -- Verification of Deep Foundations by NDT Methods / Garland Likins, Frank Rausche, Robert Miner and Mohamad Hussein -- Piles For Marquette University Math Building / Steven W. Hunt and Paul A. Tarvin -- 3-D Deformation Analysis of Pile Groups During Wave Loading / Mo Gabr, Per Magne Aas and J. Wang -- Evaluation and Monitoring of Pile Performance Using Dynamic Measurements for Supporting Offshore Structures / W. Virgil Ping and Gary E. Locke
  • A Centrifuge and Analytical Study to Evaluate Suction Caissons for TLP Applications in the Gulf of Mexico / Edward C. Clukey and Michael J. Morrison -- Behavior of Suction Piles in Sand / Magued Iskander, Roy E. Olson and Robert W. Pavlicek -- Drilled Shaft Side Resistance In Clay Soil to Rock / Fred H. Kulhawy and Kok-Kwang Phoon -- Execution and Evaluation of High Capacity Caisson Load Tests in Glacial Deposits / Franklin M. Grynkewicz and Joseph D. Guertin -- Bi-Directional Load Testing of Shafts to 6000 Tons / Jeffrey W. Goodwin -- Load Testing of Permanently Cased Drilled Shafts Founded in Hartford Shale / Thomas G. Lewis -- Perimeter Load Transfer in Drilled Shafts in the Eagle Ford Formation / Michael W. O'Neill and Khaled M. Hassan -- Side Resistance of Drilled Shafts in the Denver and Pierre Formations / John P. Turner, Eric Sandberg and Nelson N.S. Chou -- Behavior of Instrumented Model Piers in Manufactured Rock With a Soft Layer / Guillermo Pabon and Priscilla P. Nelson
Control code
ocm28799884
Dimensions
22 cm.
Extent
vi, 279 pages
Isbn
9780872629875
Lccn
93031658
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
illustrations
System control number
  • (Sirsi) i9780872629875
  • (OCoLC)28799884
Label
Design and performance of deep foundations : piles and piers in soil and soft rock : proceedings of sessions sponsored by the Committees on Deep Foundations and Rock Mechanics of the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE Convention in Dallas, Texas, October 24-28, 1993, edited by Priscilla P. Nelson, Trevor D. Smith, and Edward C. Clukey
Link
http://www.gbv.de/dms/bowker/toc/9780872629875.pdf
Publication
Bibliography note
Includes bibliographical references and indexes
Carrier category
volume
Carrier category code
nc
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Contents
  • Use of Pressuremeter in Mixed Highrise Foundation Design / Clyde N. Baker, Jr. -- Driven Then Pushed Minicone Tests in a Sand Chamber / Jean-Louis Briaud and Karim Khalaf -- Lateral Loading Curves from Pressuremeter Tests / Craig C. La Vielle and John M.O. Hughes -- Evaluation of Dilatometer Method to Determine Axial Capacity of Driven Model Pipe Piles in Clay / Alan J. Lutenegger and Gerald A. Miller -- Drilled Shaft Friction Evaluation via Pullout Tests / F.C. Townsend, Craig E. Dunkelberger and D. Bloomquist -- Verification of Deep Foundations by NDT Methods / Garland Likins, Frank Rausche, Robert Miner and Mohamad Hussein -- Piles For Marquette University Math Building / Steven W. Hunt and Paul A. Tarvin -- 3-D Deformation Analysis of Pile Groups During Wave Loading / Mo Gabr, Per Magne Aas and J. Wang -- Evaluation and Monitoring of Pile Performance Using Dynamic Measurements for Supporting Offshore Structures / W. Virgil Ping and Gary E. Locke
  • A Centrifuge and Analytical Study to Evaluate Suction Caissons for TLP Applications in the Gulf of Mexico / Edward C. Clukey and Michael J. Morrison -- Behavior of Suction Piles in Sand / Magued Iskander, Roy E. Olson and Robert W. Pavlicek -- Drilled Shaft Side Resistance In Clay Soil to Rock / Fred H. Kulhawy and Kok-Kwang Phoon -- Execution and Evaluation of High Capacity Caisson Load Tests in Glacial Deposits / Franklin M. Grynkewicz and Joseph D. Guertin -- Bi-Directional Load Testing of Shafts to 6000 Tons / Jeffrey W. Goodwin -- Load Testing of Permanently Cased Drilled Shafts Founded in Hartford Shale / Thomas G. Lewis -- Perimeter Load Transfer in Drilled Shafts in the Eagle Ford Formation / Michael W. O'Neill and Khaled M. Hassan -- Side Resistance of Drilled Shafts in the Denver and Pierre Formations / John P. Turner, Eric Sandberg and Nelson N.S. Chou -- Behavior of Instrumented Model Piers in Manufactured Rock With a Soft Layer / Guillermo Pabon and Priscilla P. Nelson
Control code
ocm28799884
Dimensions
22 cm.
Extent
vi, 279 pages
Isbn
9780872629875
Lccn
93031658
Media category
unmediated
Media MARC source
rdamedia
Media type code
n
Other physical details
illustrations
System control number
  • (Sirsi) i9780872629875
  • (OCoLC)28799884

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