Coverart for item
The Resource Nondestructive testing of pavements and backcalculation of moduli : Third volume, [edited by] Shiraz D. Tayabji and Erland O. Lukanen

Nondestructive testing of pavements and backcalculation of moduli : Third volume, [edited by] Shiraz D. Tayabji and Erland O. Lukanen

Label
Nondestructive testing of pavements and backcalculation of moduli : Third volume
Title
Nondestructive testing of pavements and backcalculation of moduli
Title remainder
Third volume
Statement of responsibility
[edited by] Shiraz D. Tayabji and Erland O. Lukanen
Contributor
Subject
Genre
Language
eng
Member of
Cataloging source
ASTMI
Dewey number
625.80287
Illustrations
illustrations
Index
index present
LC call number
TE250
LC item number
.N57 2000
Literary form
non fiction
Nature of contents
  • dictionaries
  • bibliography
http://library.link/vocab/relatedWorkOrContributorDate
  • 1944-
  • 1999
http://library.link/vocab/relatedWorkOrContributorName
  • Tayabji, S. D.
  • Lukanen, Erland O.
  • ASTM International
  • International Symposium on Nondestructive Testing of Pavements and Backcalculation of Moduli
Series statement
STP
Series volume
1375
http://library.link/vocab/subjectName
  • Pavements
  • Nondestructive testing
  • Nondestructive testing
  • Pavements
Label
Nondestructive testing of pavements and backcalculation of moduli : Third volume, [edited by] Shiraz D. Tayabji and Erland O. Lukanen
Instantiates
Publication
Note
  • "Papers presented at the Third International Symposium on Nondestructive Testing of Pavements and Backcalculation of Moduli, June 30-July 1, 1999, Seattle, Washington"--Overview
  • "ASTM stock number: STP1375."
Bibliography note
Includes bibliographical references and indexes
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • 23
  • I. Abdallah, C. Ferregut, S. Nazarian, O.M. Lucero
  • 484
  • Estimation of Design Season Modulus for Overlay Design
  • N.M. Jackson, J.W. Andrew, E.C. Drumm
  • 499
  • Flexible Pavement Condition Evaluation Using Deflection Basin Parameters And Dynamic Finite Element Analysis Implemented by Artificial Neural Networks
  • Y.R. Kim, Y.-C. Lee, S.R. Ranjithan
  • 514
  • Deflection Testing and Backcalculation of AC Pavements
  • Small-scale Dynamic Devices for the Measurement of Elastic Stiffness Modulus on Pavement Foundations
  • P.R. Fleming
  • 41
  • Nevada's Approach to the Backcalculation Process
  • P.E. Sebaaly, S. Bemanian, S. Lani
  • 59
  • Evaluation of Laboratory Determined and Nondestructive Test Based Resilient Modulus Values from WesTrack Experiment
  • S. Seeds, S. Alavi, W. Ott, M. Mikhail, J. Mactutis
  • Pavement Testing and Backcalculation Technologies -- Challenges for the 21[superscript st] Century
  • 72
  • Prediction of Pavement Deterioration Based on FWD Results
  • J.W. Maina, H. Yokota, D.A. Mfinanga, S. Masuda
  • 95
  • Deflection Testing and Backcalculation -- Seasonal Variations
  • Variations in Backcalculated Pavement Layer Moduli in LTPP Seasonal Monitoring Sites
  • R.C. Briggs, E.O. Lukanen
  • 113
  • Seasonal Variations in Backcalculated Pavement Layer Moduli in Minnesota
  • J.M. Ovik, B. Birgisson, D.E. Newcomb
  • J.P. Mahoney
  • 129
  • Seasonal Trends and Causes in Pavement Structural Properties
  • H. Ali, O. Selezneva
  • 144
  • Comparison of Backcalculated and Laboratory Measured Moduli on AC and Granular Base Layer Materials
  • H. Zhou
  • 161
  • DCP Testing
  • Comparison of the Dynamic Cone Penetrometer with Other Tests During Subgrade and Granular Base Characterization in Minnesota
  • J.A. Siekmeier, D. Young, D. Beberg
  • 3
  • 175
  • Israeli Experience with the Regular and Extended Dynamic Cone Penetrometer for Pavement and Subsoil-Strength Evaluation
  • M. Livneh, N.A. Livneh, I. Ishai
  • 189
  • Use of Instrumented Dynamic Cone Penetrometer in Pavement Characterization
  • S. Nazarian, V. Tandon, K. Crain, D. Yuan
  • 214
  • Deflection Testing and Backcalculation -- PCC Pavements
  • Characterization of Transverse Cracks in Jointed Concrete Pavements (JCP's) Using Nondestructive Test (NDT) Methods
  • M.A. Frabizzio, N.J. Buch
  • Will Nonlinear Backcalculation Help?
  • 231
  • LTPP Rigid Pavement FWD Deflection Analysis and Backcalculation Procedure
  • L. Khazanovich, T.J. Mcpeak, S.D. Tayabji
  • 246
  • Closed-Form and Semi-Closed-Form Algorithms for Backcalculation of Concrete Pavement Parameters
  • T.F. Fwa, K.H. Tan, S. Li
  • 267
  • Evaluation of Concrete Pavement Conditions and Design Features Using LTPP FWD Deflection Data
  • Y.J. Jiang, S.D. Tayabji
  • 281
  • P. Ullidtz
  • GPR and Newer NDT
  • A New Backcalculation Procedure Based on Dispersion Analysis of FWD Time-History Deflections and Surface Wave Measurements Using Artificial Neural Networks
  • Y.R. Kim, B. Xu, Y. Kim
  • 297
  • Pavement Characterization Using Ground Penetrating Radar: State of the Art And Current Practice
  • K.R. Maser
  • 313
  • Seismic Pavement Analyzer Vs. Falling Weight Deflectometer for Pavement Evaluation: Comparative Study
  • K. Tawfiq, J. Armaghani, J. Sobanjo
  • 327
  • 14
  • Use of Seismic Pavement Analyzer in Forensic Studies in Texas
  • M. Mcdaniel, D. Yuan, D.H. Chen, S. Nazarian
  • 346
  • Dynamic Analysis of Deflection Data
  • Effect of Frequency-dependent Asphalt Concrete Layer Moduli on Pavement Response
  • K. Chatti, Tk. Kim
  • 365
  • Use of Multifrequency Backcalculation for Determining Moduli of a Pavement Structure
  • Y.V. Kang
  • 383
  • Integrating Ground Penetrating Radar and Falling Weight Deflectometer Technologies in Pavement Evaluation
  • Dynamic Analysis of FWD Test Results for Rigid Pavements
  • L. Khazanovich
  • 398
  • Dynamic Backcalculation and Overlay Design Based on FWD Data
  • J.W. Maina, H. Yokota
  • 413
  • Rolling Weight Deflectometer
  • Continuous Profiling of Flexible and Rigid Highway and Airport Pavements With the Rolling Dynamic Deflectometer
  • J.A. Bay, K.H. Stokoe, II
  • 429
  • T. Scullion, T. Saarenketo
  • A Comparison of the Rolling Weight Deflectometer with the Falling Weight Deflectometer
  • R.C. Briggs, R.F. Johnson, R.N. Stubstad, L. Pierce
  • 444
  • Development of a Laser-Based High Speed Deflectograph
  • G. Hildebrand, S.- Rasmussen, R. Andres
  • 457
  • Comparative Studies of Backcalculated Results from FWDs with Different Loading Duration
  • K. Matsui, Y. Kikuta, T. Nishizawa, A. Kasahara
  • 470
  • Prediction of Remaining Life of Flexible Pavements with Artificial Neural Networks Models
Control code
430491168
Dimensions
24 cm
Dimensions
unknown
Extent
x, 535 pages
Form of item
online
Isbn
9780803128583
Lccn
00023295
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
illustrations
http://library.link/vocab/ext/overdrive/overdriveId
stp1375-eb
Reproduction note
Electronic reproduction.
Specific material designation
remote
System control number
(OCoLC)430491168
Label
Nondestructive testing of pavements and backcalculation of moduli : Third volume, [edited by] Shiraz D. Tayabji and Erland O. Lukanen
Publication
Note
  • "Papers presented at the Third International Symposium on Nondestructive Testing of Pavements and Backcalculation of Moduli, June 30-July 1, 1999, Seattle, Washington"--Overview
  • "ASTM stock number: STP1375."
Bibliography note
Includes bibliographical references and indexes
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent
Contents
  • 23
  • I. Abdallah, C. Ferregut, S. Nazarian, O.M. Lucero
  • 484
  • Estimation of Design Season Modulus for Overlay Design
  • N.M. Jackson, J.W. Andrew, E.C. Drumm
  • 499
  • Flexible Pavement Condition Evaluation Using Deflection Basin Parameters And Dynamic Finite Element Analysis Implemented by Artificial Neural Networks
  • Y.R. Kim, Y.-C. Lee, S.R. Ranjithan
  • 514
  • Deflection Testing and Backcalculation of AC Pavements
  • Small-scale Dynamic Devices for the Measurement of Elastic Stiffness Modulus on Pavement Foundations
  • P.R. Fleming
  • 41
  • Nevada's Approach to the Backcalculation Process
  • P.E. Sebaaly, S. Bemanian, S. Lani
  • 59
  • Evaluation of Laboratory Determined and Nondestructive Test Based Resilient Modulus Values from WesTrack Experiment
  • S. Seeds, S. Alavi, W. Ott, M. Mikhail, J. Mactutis
  • Pavement Testing and Backcalculation Technologies -- Challenges for the 21[superscript st] Century
  • 72
  • Prediction of Pavement Deterioration Based on FWD Results
  • J.W. Maina, H. Yokota, D.A. Mfinanga, S. Masuda
  • 95
  • Deflection Testing and Backcalculation -- Seasonal Variations
  • Variations in Backcalculated Pavement Layer Moduli in LTPP Seasonal Monitoring Sites
  • R.C. Briggs, E.O. Lukanen
  • 113
  • Seasonal Variations in Backcalculated Pavement Layer Moduli in Minnesota
  • J.M. Ovik, B. Birgisson, D.E. Newcomb
  • J.P. Mahoney
  • 129
  • Seasonal Trends and Causes in Pavement Structural Properties
  • H. Ali, O. Selezneva
  • 144
  • Comparison of Backcalculated and Laboratory Measured Moduli on AC and Granular Base Layer Materials
  • H. Zhou
  • 161
  • DCP Testing
  • Comparison of the Dynamic Cone Penetrometer with Other Tests During Subgrade and Granular Base Characterization in Minnesota
  • J.A. Siekmeier, D. Young, D. Beberg
  • 3
  • 175
  • Israeli Experience with the Regular and Extended Dynamic Cone Penetrometer for Pavement and Subsoil-Strength Evaluation
  • M. Livneh, N.A. Livneh, I. Ishai
  • 189
  • Use of Instrumented Dynamic Cone Penetrometer in Pavement Characterization
  • S. Nazarian, V. Tandon, K. Crain, D. Yuan
  • 214
  • Deflection Testing and Backcalculation -- PCC Pavements
  • Characterization of Transverse Cracks in Jointed Concrete Pavements (JCP's) Using Nondestructive Test (NDT) Methods
  • M.A. Frabizzio, N.J. Buch
  • Will Nonlinear Backcalculation Help?
  • 231
  • LTPP Rigid Pavement FWD Deflection Analysis and Backcalculation Procedure
  • L. Khazanovich, T.J. Mcpeak, S.D. Tayabji
  • 246
  • Closed-Form and Semi-Closed-Form Algorithms for Backcalculation of Concrete Pavement Parameters
  • T.F. Fwa, K.H. Tan, S. Li
  • 267
  • Evaluation of Concrete Pavement Conditions and Design Features Using LTPP FWD Deflection Data
  • Y.J. Jiang, S.D. Tayabji
  • 281
  • P. Ullidtz
  • GPR and Newer NDT
  • A New Backcalculation Procedure Based on Dispersion Analysis of FWD Time-History Deflections and Surface Wave Measurements Using Artificial Neural Networks
  • Y.R. Kim, B. Xu, Y. Kim
  • 297
  • Pavement Characterization Using Ground Penetrating Radar: State of the Art And Current Practice
  • K.R. Maser
  • 313
  • Seismic Pavement Analyzer Vs. Falling Weight Deflectometer for Pavement Evaluation: Comparative Study
  • K. Tawfiq, J. Armaghani, J. Sobanjo
  • 327
  • 14
  • Use of Seismic Pavement Analyzer in Forensic Studies in Texas
  • M. Mcdaniel, D. Yuan, D.H. Chen, S. Nazarian
  • 346
  • Dynamic Analysis of Deflection Data
  • Effect of Frequency-dependent Asphalt Concrete Layer Moduli on Pavement Response
  • K. Chatti, Tk. Kim
  • 365
  • Use of Multifrequency Backcalculation for Determining Moduli of a Pavement Structure
  • Y.V. Kang
  • 383
  • Integrating Ground Penetrating Radar and Falling Weight Deflectometer Technologies in Pavement Evaluation
  • Dynamic Analysis of FWD Test Results for Rigid Pavements
  • L. Khazanovich
  • 398
  • Dynamic Backcalculation and Overlay Design Based on FWD Data
  • J.W. Maina, H. Yokota
  • 413
  • Rolling Weight Deflectometer
  • Continuous Profiling of Flexible and Rigid Highway and Airport Pavements With the Rolling Dynamic Deflectometer
  • J.A. Bay, K.H. Stokoe, II
  • 429
  • T. Scullion, T. Saarenketo
  • A Comparison of the Rolling Weight Deflectometer with the Falling Weight Deflectometer
  • R.C. Briggs, R.F. Johnson, R.N. Stubstad, L. Pierce
  • 444
  • Development of a Laser-Based High Speed Deflectograph
  • G. Hildebrand, S.- Rasmussen, R. Andres
  • 457
  • Comparative Studies of Backcalculated Results from FWDs with Different Loading Duration
  • K. Matsui, Y. Kikuta, T. Nishizawa, A. Kasahara
  • 470
  • Prediction of Remaining Life of Flexible Pavements with Artificial Neural Networks Models
Control code
430491168
Dimensions
24 cm
Dimensions
unknown
Extent
x, 535 pages
Form of item
online
Isbn
9780803128583
Lccn
00023295
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
illustrations
http://library.link/vocab/ext/overdrive/overdriveId
stp1375-eb
Reproduction note
Electronic reproduction.
Specific material designation
remote
System control number
(OCoLC)430491168

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