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Automated pavement thickness evaluation for FWD backcalculation (English)

In: Bearing capacity of roads and airfields   ;  661-668  ;  2009

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Table of contents conference proceedings

The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.

3
Recent and landmark improvements in performance characterization of unbound aggregate bases and subbases and sublayers comprised of Chemically Stabilized Materials (CSMs)
Little, D.N. et al. | 2009
5
The performance of rail track incorporating the effects of ballast breakage, confining pressure and geosynthetic reinforcement
Indraratna, B. / Nimbalkar, S. / Christie, D. et al. | 2009
25
Airport pavement design for the 21st century
Agrawal, S.K. et al. | 2009
29
Improving subgrade strength and pavement performance by chemical treating subgrade soils
Bandara, N. / Grazioli, M.J. et al. | 2009
37
Study of dry sludge stabilization from Water Treatment Plant (WTP) in Taiacupeba to use as compacted soil in earthwork ditches
Fortes, R.M. / Merighi, J.V. / Pauli, D.R. / Barros, M.A.L. / de Carvalho, M.H. / Menetti, N.C. / Barbosa, A.S. / Ribeiro, F.V. / Bento, B.B. et al. | 2009
45
Alternatives to heavy test rolling for cohesive subgrade assessment
White, D.J. / Vennapusa, P.K.R. / Gieselman, H.H. / Johanson, L. / Siekmeier, J. et al. | 2009
57
A comparative subgrade evaluation using CBR, vane shear, light weight deflectometer, and resilient modulus tests
Garg, N. / Larkin, A. / Brar, H. et al. | 2009
65
Stabilization of clays using liquid enzymes
Yilmaz, Y. / Gungor, A.G. / Avsar, C. et al. | 2009
71
The effect of moisture hysteresis on resilient modulus of subgrade soils
Khoury, C. / Khoury, N. et al. | 2009
79
Dynamic properties of a full weathering granite subgrade and other pavement materials studied by model tests
Zou, J. / Li, Z. / Cao, X. et al. | 2009
89
The use of goefiber and synthetic fluid for stabilizing marginal soils
Hazirbaba, K. / Connor, B. et al. | 2009
97
Subgrade modification-practitioner's experience
McCleary, T. et al. | 2009
107
``Baku Bayil Yard Site'' soil improvement geotechnical works
Guler, E. / Gure, A. / Cetin, E. et al. | 2009
117
Resilient characteristics of bottom ash
Titi, H.H. / Coenen, A.R. / Elias, M.B. et al. | 2009
125
Precision triaxial equipment for the evaluation of the elastic behavior of soils
Araujo, N. / Correia, A.G. et al. | 2009
137
A performance study of different curing materials applied to soil-Portland cement base course cure
Fortes, R.M. / Merighi, J.V. et al. | 2009
145
Pavement base unbound granular materials gradation optimization
Bilodeau, J.P. / Dore, G. / Pierre, P. et al. | 2009
155
Influence of the macroscopic cohesion on the 3D FE modeling of a flexible pavement rut depth
Allou, F. / Petit, C. / Chazallon, C. / Hornych, P. et al. | 2009
167
Effect of grading and moisture on the deformation properties of unbound granular aggregates
Mathisen, L.U. et al. | 2009
179
IDOT test loop: Evaluating the field performance of various dense graded aggregates
Heckel, G. et al. | 2009
187
Analytical evaluation of unbound granular layers in regard to permanent deformation
Brito, L.A.T. / Dawson, A.R. / Kolisoja, P.J. et al. | 2009
197
Processed Portuguese steel slag-A new geomaterial
Correia, A.G. / Ferreira, S.M.R. / Roque, A.J. / Cavalheiro, A. et al. | 2009
205
Resilient modulus of hydraulically bound road base materials with high volume waste dust
Nageim, H.A. / Visulios, P. et al. | 2009
215
Characterizing natural and recycled granular materials for (sub)base layers of roads by cyclic triaxial testing
Gregoire, C. / Dethy, B. / Detry, J. / Correia, A.G. et al. | 2009
225
Resilient modulus of unbound base material containing extra waste Stancombe limestone dust
Saghafi, B. / Nageim, H.A. et al. | 2009
237
Characterizing aggregate permanent deformation behavior based on types and amounts of fines
Mishra, D. / Tutumluer, E. / Kern, J. / Butt, A. et al. | 2009
249
Use of polymer modified binders to reduce rutting in Nordic asphalt pavements
Lerfald, B.O. / Aurstad, J. / Uthus, N.S. et al. | 2009
259
Contribution of asphalt mix components to permanent deformation resistance
Muraya, P.M. / Molenaar, A.A.A. / van de Ven, M.F.C. et al. | 2009
269
A new rutting evaluation indicator for asphalt mixtures
Su, K. / Sun, L. / Hachiya, Y. / Maekawa, R. et al. | 2009
275
Evaluation of different predictive dynamic modulus models of asphalt mixtures used in Argentina
Martinez, F.O. / Angelone, S.M. et al. | 2009
285
Development of wear resistant pavements using polymer modified binders
Saba, R.G. / Baklokk, L.J. / Aksnes, J. / Lerfald, B.O. et al. | 2009
295
Permanent deformation evaluation of Idaho Superpave mixes using the gyratory stability
Bayomy, F. / Abdo, A.A. / Santi, M.J. et al. | 2009
305
Prediction of the dynamic modulus of Superpave mixes
Abdo, A.A. / Bayomy, F. / Nielsen, R. / Weaver, T. / Jung, S.J. / Santi, M.J. et al. | 2009
315
Laboratory evaluation of warm mix asphalt using Sasobit®
Goh, S.W. / Liu, Y. / You, Z. et al. | 2009
321
Dynamic modulus prediction of asphalt concrete using three tensile tests
Adhikari, S. / You, Z. et al. | 2009
327
Assessing low temperature properties of asphalt materials by means of static testing techniques
Wistuba, M. / Mollenhauer, K. / Metzker, K. et al. | 2009
339
Ageing of stone mastic asphalt and evaluation of cracking resistance
Buchler, S. / Mollenhauer, K. / Wistuba, M. / Renken, P. et al. | 2009
349
Fatigue resistance of hot mix asphalt at low temperatures-Is there a way to reduce the test efforts?
Mollenhauer, K. / Wistuba, M. et al. | 2009
359
Hot mix asphalt produced from marble waste
Gurer, C. / Akbulut, H. / Yildiz, A. et al. | 2009
367
Discrete element analysis of aggregate variability, blending, and fracture in asphalt mixture
Masad, E. / Mahmoud, E. / Nazarian, S. et al. | 2009
377
Multidirectional behavior of bituminous mixture
Clec h, P. / Sauzeat, C. / Di Benedetto, H. et al. | 2009
387
Design of pavements containing foamed bitumen recycled layers
Losa, M. / Bacci, R. / Axerio, A.T. / Leandri, P. et al. | 2009
397
Long-term study on asphalt mixture segregation in Connecticut: Preliminary results on use of MTV
Nener-Plante, D.J. / Zofka, A. et al. | 2009
409
Development of the UK highways agency traffic speed deflectometer
Ferne, B. / Langdale, P. / Round, N. / Fairclough, R. et al. | 2009
419
Implementation of a network-level falling weight deflectometer survey of Virginia's interstate system
Diefenderfer, B.K. / Chowdhury, T. / Shekharan, R.A. et al. | 2009
427
Application of FBG strain sensors in the measurement of three-directional strains within asphalt pavement
Zejiao, D. / Yiqiu, T. / Fengchen, C. / Hao, L. et al. | 2009
435
3D visualization model of road surface
Li, X. / Ma, S. / Hou, X. et al. | 2009
443
Three years of high speed deflectograph measurements of the Danish state road network
Baltzer, S. et al. | 2009
451
A method for benefiting pavement quality assurance measures related to roughness condition surveys
Plati, C. / Loizos, A. et al. | 2009
459
Structural roadway assessment with frequency response function
Simonin, J.-M. / Lievre, D. / Dargenton, J.-C. et al. | 2009
467
Deflection measurement: The need of a continuous and full view approach
Simonin, J.-M. / Cottineau, L.-M. / Muzet, V. / Heinkele, C. / Guillard, Y. et al. | 2009
479
Laboratory characterization of half-warm mix asphalts with high recycling rate by means of the factorial experiment design approach
Olard, F. / Beduneau, E. / Bonneau, D. / Dupriet, S. / Seignez, N. et al. | 2009
487
Viability of the use of construction and demolition debris in hot mix asphalt
Perez, I. / Toledano, M. / Gallego, J. et al. | 2009
495
Thermal stresses of asphalt pavement with temperature-dependent modulus of elasticity
Zhong, Y. / Geng, L. et al. | 2009
503
Rigid pavement reinforcement: Modeling of structural behavior
Domingos, P. / Antunes, M.L. / Neves, J.M.C. et al. | 2009
513
Development and testing of low noise pavements in Norway
Aksnes, J. / Saba, R.G. / Berge, T. et al. | 2009
521
Roughness progression models by regression and artificial neural network techniques
Taddesse, E. / Mork, H. et al. | 2009
531
Joint modeling for JPCP: Successes and pending problems
Guo, E.H. et al. | 2009
543
Mechanistic modelling of potential interlayer slip at base sub-base level
Horak, E. / Maina, J.W. / Emery, S.E. / Walker, B. et al. | 2009
551
PFC2D simulation research on vibrating compaction test of soil and rock aggregate mixture
Jia, X. / Chai, H. / Yan, Z. / Zheng, Y. et al. | 2009
561
Axi-symmetric analyses of vertically inhomogeneous elastic multilayered systems
Maina, J.W. / Ozawa, Y. / Matsui, K. et al. | 2009
571
Models to estimate k subgrade reaction modulus values based on deflection basin parameters
Suzuki, C.Y. / Santos, C.R.G. / Ferri, S. / Lopes, F.M. / Cruz, R.T.G. / Azevedo, A.M. et al. | 2009
581
Application of gray theory in settlement forecast of rock-fill highway embankment
Wang, X. / Qin, W. / Wang, M.C. / Wang, Z. et al. | 2009
589
FEM analysis of the bearing plate deflection tests on rubblized concrete pavement
Liu, Y. / Sheng, Y. / Wang, L. et al. | 2009
597
Data mining applied to compaction of geomaterials
Marques, R. / Correia, A.G. / Cortez, P. et al. | 2009
607
Finite element analyses of pavement materials at or near failure: A constant bulk modulus approach
Gonzalez, C. / Jersey, S. et al. | 2009
619
Use of 3-dimensional discrete element model to examine aggregate layer particle movement due to load wander
Donovan, P.R. / Tutumluer, E. / Huang, H. et al. | 2009
633
Backcalculation of the stiffnesses of cement treated base courses using artificial intelligence
Miradi, M. / Molenaar, A.A.A. / van de Ven, M.F.C. / Molenaar, S. et al. | 2009
643
Bearing capacity assessment of recycled asphalt pavements
Papavasiliou, V. / Loizos, A. et al. | 2009
653
Dynamic analysis of non-destructive tests
van Bijsterveld, W.T. / Loranca, R.L.A. et al. | 2009
661
Automated pavement thickness evaluation for FWD backcalculation
Maser, K.R. / McGrath, L.A. / Miller, B.C. / Ceylan, H. / Sanati, G. et al. | 2009
669
Analysis of FWD data and characterization of airfield pavement materials in New Mexico
Ahmed, M.U. / Bisht, R. / Tarefder, R.A. et al. | 2009
679
SOFTSYS for backcalculation of full-depth asphalt pavement layer moduli
Pekcan, O. / Tutumluer, E. / Ghaboussi, J. et al. | 2009
689
Deterministic-empirical backcalculation of LWD deflection basins
Stubstad, R.N. / Korsgaard, H.C. / Olsen, K. / Pedersen, J.P. et al. | 2009
697
Long-term in-situ measurements of concrete culverts with high fills
Vaslestad, J. / Yesuf, G.Y. / Johansen, T.H. et al. | 2009
707
Research and applications of new pavement structure based on large stone porous asphalt mixture
Yufeng, B. / Songgen, W. / Huber, G. et al. | 2009
717
Fiber-reinforced concrete pavement design and material requirements
Bordelon, A. / Roesler, J.R. et al. | 2009
729
Using falling weight deflectometer data for new construction interactive design
Lenngren, C.A. et al. | 2009
739
Appraisal of density-based field compaction control test validity
Sadrekarimi, J. / Seyyedi, S. et al. | 2009
745
Continuous compaction control: Preliminary data from a Delaware case study
Tehrani, F.S. / Meehan, C.L. et al. | 2009
755
Geostatistical analysis of roller-integrated continuous compaction control data
Facas, N. / Mooney, M. / Furrer, R. et al. | 2009
763
Author index
| 2009
769
Evaluation of effectiveness of FWD use for assessment of pavement interlayer bond
Sybilski, D. / Mechowski, T. / Harasim, P. et al. | 2009
777
The use of impact-stiffness modulus outputs from FWD measurements to determine PCN in Israel
Livneh, M. et al. | 2009
789
Temperature correction of falling weight deflectometer measurements
Straube, E. / Jansen, D. et al. | 2009
799
Nature resources and functional road design criteria
Lenngren, C.A. / Fredriksson, R. et al. | 2009
809
Lightweight deflectometers for quality assurance in road construction
Fleming, P.R. / Frost, M.W. / Lambert, J.P. et al. | 2009
819
The use of surfacing service life as a parameter in pavement strengthening design
Refsdal, G. / Johansen, R. / Berntsen, G. et al. | 2009
829
Going beyond elastic response while evaluating falling weight deflectometer data
Lenngren, C.A. et al. | 2009
839
Pavement contribution to truck rolling resistance
Lenngren, C.A. et al. | 2009
849
Structural assessment of the English strategic road network-latest developments
Ferne, B. / Sinhal, R. / Fairclough, R. et al. | 2009
859
Practical use of light weight deflectometer for pavement design
Baltzer, S. / Hejlesen, C. / Korsgaard, H.C. / Jakobsen, P.E. et al. | 2009
869
Structural evaluation of rubblized concrete pavements in Iowa
Ceylan, H. / Gopalakrishnan, K. / Kim, S. et al. | 2009
879
Structural evaluation of Full-Depth Reclamation in Virginia
Apeagyei, A.K. / Diefenderfer, B.K. et al. | 2009
889
A probabilistic approach to flexible aircraft pavement thickness determination
White, G.W. et al. | 2009
897
Comparison of design thickness between the 1993 AASHTO Guide and MEPDG for full depth reclamation pavement
Ji, Y. / Nantung, T.E. et al. | 2009
907
Dynamic response of rigid pavements under moving traffic loads with variable velocities
Zhong, Y. / Geng, L. et al. | 2009
915
Design of pavement rehabilitation to reduce the reflective cracking in pavements with cement stabilized bases
Padilla, E. et al. | 2009
921
Verification of mechanistic-empirical pavement design guide for the state of New Jersey
Siraj, N. / Mehta, Y.A. / Muriel, K.M. / Sauber, R.W. et al. | 2009
931
Mechanistic evaluation of second generation preservation overlays
Morian, D.A. / Sadasivam, S. / Stoffels, S.M. / Chehab, G. / Kumar, T. et al. | 2009
941
A robust approach for the evaluation of airport pavement bearing capacity
Lee, Y.H. / Liu, Y.B. / Lin, J.D. / Ker, H.W. et al. | 2009
951
Influence of unbound materials on flexible pavement performance: A comparison of the AASHTO and MEPDG methods
Schwartz, C.W. et al. | 2009
963
The premature failure of slab pavements on heavily trafficked industrial sites
Van Geem, C. / De Myttenaere, O. et al. | 2009
973
The discussion on the ``b'' value of the axle load conversion in China
Wang, X. / Zhang, L. et al. | 2009
981
Load bearing analysis of EPS-block geofoam embankments
Arellano, D. / Stark, T.D. et al. | 2009
991
A review of the influence of chalk on pavement performance in the South East of England, UK
Zohrabi, M. et al. | 2009
1001
Design methodology based on strength and its application to full weathering granite used in highway subgrade
Li, Z. / Dong, C. et al. | 2009
1011
Sustainable reconstruction of highways with in-situ reclamation of materials stabilized for heavier loads
Wen, H. / Edil, T.B. et al. | 2009
1019
Estimating bearing capacity for opportune landing sites
Affleck, R. / Barna, L. / Shoop, S. / Ryerson, C. et al. | 2009
1029
Shear strength properties of naturally occurring bituminous sands
Anochie-Boateng, J. / Tutumluer, E. et al. | 2009
1039
Effects of bearing capacity and load transfer efficiency of jointed concrete pavements on reflective cracking in hot-mix asphalt overlays
Baek, J. / Al-Qadi, I.L. et al. | 2009
1053
Use of Ground Penetrating Radar for detection of salt concentration on Norwegian winter roads
Lalague, A. / Hoff, I. / Eide, E. / Svanekil, A. et al. | 2009
1063
Seasonal coefficients for the pavement roads in Polish climate conditions
Graczyk, M. et al. | 2009
1073
Seal courses for a soft asphalt pavement with semi-rigid base in cold regions
Wang, X. / Zhang, X. / Tan, Y. et al. | 2009
1079
Thermal stress analysis in ultra-thin whitetopping pavement
Roesler, J.R. / Wang, D. et al. | 2009
1091
Effect of a changed climate on gravel roads
Aursand, P.O. / Horvli, I. et al. | 2009
1101
Water impact on the structural behavior of a pavement structure
Erlingsson, S. et al. | 2009
1113
Investigation of the effect of a polypropylene fiber material on the shear strength and CBR characteristics of high plasticity Ankara clay
Mollamahmutoglu, M. / Yilmaz, Y. et al. | 2009
1117
Evaluation of geogrid displacement on subbase reinforcement using specially designed pullout test
Akpinar, M.V. / Sert, T. et al. | 2009
1125
Performance of flexible pavements reinforced with steel fabric
Said, S.F. / Carlsson, H. / Hakim, H. et al. | 2009
1133
Evaluation of asphalt road pavement rehabilitation using steel mesh reinforcement
Neves, J.M.C. / Alves, A.R.D. et al. | 2009
1143
In-situ strain measurement during dynamic shear loading of an unbound geogrid reinforced pavement section
Cox, B.R. / Curry, B. / Wood, C.M. / Young, C. / McCartney, J.S. et al. | 2009
1159
Experimental study on bearing capacity of geocell-reinforced bases
Pokharel, S.K. / Han, J. / Parsons, R.L. / Qian, Y. / Leshchinsky, D. / Halahmi, I. et al. | 2009
1169
The influence of virgin aggregate content on the strength and modulus of cold in place reclaimed asphalt pavement
Wang, H. / Hao, P. / Zhang, K. et al. | 2009
1177
Unbound crushed concrete in high volume roads-evaluation of field behavior and structural performance
Aurstad, J. / Dahlhaug, J.E. / Berntsen, G. et al. | 2009
1187
Expansive characteristics of RAP materials for use as aggregates in the pavement substructure layers
Deniz, D. / Tutumluer, E. / Popovics, J.S. et al. | 2009
1197
Study on fully and highly efficiently recycling of waste concrete
Lu, L. / He, Y. / Hu, S. et al. | 2009
1207
Evaluation of roadbed stiffness on bearing capacity of railroad ballast with discontinuous analysis
Ishikawa, T. / Kamei, T. / Sekine, E. / Ohnishi, Y. et al. | 2009
1219
Pressure measurements and structural performance of hot mixed asphalt railway trackbeds
Bryson, L.S. / Rose, J.G. et al. | 2009
1231
Emerging trends for high-speed rail track superstructures-ballastless track as an alternative to the ballasted track
Paixao, A.M. / Fortunato, E.C. / Antunes, M.L. et al. | 2009
1243
An innovative slab track test-line in China
Ren, J. / Xiang, R. / Lechner, B. et al. | 2009
1253
Performance improvement of railroads over soft subgrades with geocell reinforcement
Saride, S. / Puppala, A.J. / Pradhan, S. / Sitharam, T.G. et al. | 2009
1263
Actions on railway track panel and ballast-behavior of the Hellenic limestone ballast
Giannakos, K. / Loizos, A. et al. | 2009
1273
Reducing track faults using polymer geocomposite technology
Woodward, P.K. / Medero, G. / Griffiths, D.V. et al. | 2009
1283
Ballast evaluation and hot mix asphalt performance
Lees, H.M. et al. | 2009
1291
Effects of incorporating a bituminous subballast layer on the deformation of railway trackbeds
Ferreira, T. / Teixeira, P.F. / Cardoso, R. et al. | 2009
1303
Influence of the stiffness-damping coupling of the foundation in the performance of a high-speed train track
Cunha, J. / Correia, A.G. et al. | 2009
1311
Measurement of vibrations induced by high-speed trains
Martins, J. / Correia, A.G. / Ramos, L.F. / Marcelino, J. / Caldeira, L. / Delgado, J. et al. | 2009
1321
The use of biaxial geogrids for enhancing the performance of sub-ballast and ballast layers-previous experience and research
Kwon, J. / Penman, J. et al. | 2009
1331
Comparison of in situ performance-based tests methods to evaluate moduli of railway embankments
Correia, A.G. / Martins, J. / Caldeira, L. / Neves, E.M.d. / Delgado, J. et al. | 2009
1341
Railway bridge transition case study
Hyslip, J.P. / Li, D. / McDaniel, C.R. et al. | 2009
1349
Comparison of coal dust fouled railroad ballast behavior-granite vs. limestone
Dombrow, W. / Huang, H. / Tutumluer, E. et al. | 2009
1361
Validation of NCAT structural test track experiment using INDOT APT facility
Levenberg, E. et al. | 2009
1373
Construction and field performance of hot mix asphalt with moderate and high RAP contents
West, R. / Tran, N. / Kvasnak, A. / Powell, B. / Turner, P. et al. | 2009
1383
Analysis of in-pavement sensor data for CC2 new rigid test items at the FAA National Airport Pavement Test Facility
Brill, D.R. / Guo, E.H. et al. | 2009
1393
Using the viscoelasticity and continuum damage theories to quantify the effects of loading speed in accelerated pavement testing results
Theisen, K.M. / Victorino, D.R. / Nunez, W.P. / Ceratti, J.A.P. et al. | 2009
1405
Full-scale aircraft tire pressure tests
Fabre, C. / Balay, J. / Lerat, P. / Mazars, A. et al. | 2009
1415
Comparison of precast and cast-in-place concrete pavements responses under heavy vehicle simulator loads
Kohler, E. / Harvey, J. / Plessis, L.D. / Motumah, L. et al. | 2009
1425
Field testing of concrete pavements at Chicago O'Hare International Airport
Liu, Y.-S. / Lange, D. et al. | 2009
1433
Unbonded concrete overlay movements in response to gear loads
Morian, D.A. / Sadasivam, S. / Reiter, J. / Stoffels, S.M. / Yeh, L. / Ioannides, A. et al. | 2009
1445
Idaho Airport saves time and money with full-depth reclamation
Halsted, G.E. et al. | 2009
1455
Mitigating unbound roadway rutting caused by groundwater movement
Diyaljee, V. et al. | 2009
1465
Use of bitumen emulsion in urban paving
de Carvalho Filho, C.R. / Cavalcante, F.P. / de Medeiros Brito Cavalcante, C. / de Macedo, J.A.G. / da Silva Pontes Filho, I.D. et al. | 2009
1475
A case study: Quantification and modeling of asphalt overlay delamination on an airport pavement
Horak, E. / Maina, J.W. / Emery, S.E. et al. | 2009
1485
Taxiway embankment over soft ground using staged construction
Wells, R. / Barrett, X. / Wells, T. et al. | 2009
1493
Evaluation of runway bearing capacity: In-situ measurements and laboratory tests
Graziani, A. / Cardone, F. / Santagata, E. / Barbati, S. et al. | 2009
1505
Lessons learned during regular monitoring of in situ pavement bearing capacity conditions
Paige-Green, P. et al. | 2009

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