Skip to main content
Taylor & Francis Group Logo
    Advanced Search

    Click here to search products using title name,author name and keywords.

    • Login
    • Hi, User  
      • Your Account
      • Logout
      Advanced Search

      Click here to search products using title name,author name and keywords.

      Breadcrumbs Section. Click here to navigate to respective pages.

      Book

      Bearing Capacity of Roads, Railways and Airfields
      loading

      Book

      Bearing Capacity of Roads, Railways and Airfields

      DOI link for Bearing Capacity of Roads, Railways and Airfields

      Bearing Capacity of Roads, Railways and Airfields book

      Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCRRA 2017), June 28-30, 2017, Athens, Greece

      Bearing Capacity of Roads, Railways and Airfields

      DOI link for Bearing Capacity of Roads, Railways and Airfields

      Bearing Capacity of Roads, Railways and Airfields book

      Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCRRA 2017), June 28-30, 2017, Athens, Greece
      Edited ByAndreas Loizos, Imad L. Al-Qadi, A. (Tom) Scarpas
      Edition 1st Edition
      First Published 2017
      eBook Published 30 June 2017
      Pub. Location London
      Imprint CRC Press
      DOI https://doi.org/10.1201/9781315100333
      Pages 394
      eBook ISBN 9781315100333
      Subjects Engineering & Technology
      Share
      Share

      Get Citation

      Loizos, A., Al-Qadi, I.L., & Scarpas, A.(. (Eds.). (2017). Bearing Capacity of Roads, Railways and Airfields: Proceedings of the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCRRA 2017), June 28-30, 2017, Athens, Greece (1st ed.). CRC Press. https://doi.org/10.1201/9781315100333

      ABSTRACT

      Bearing Capacity of Roads, Railways and Airfields includes the contributions to the 10th International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCRRA 2017, 28-30 June 2017, Athens, Greece). The papers cover aspects related to materials, laboratory testing, design, construction, maintenance and management systems of transport infrastructure, and focus on roads, railways and airfields. Additional aspects that concern new materials and characterization, alternative rehabilitation techniques, technological advances as well as pavement and railway track substructure sustainability are included. The contributions discuss new concepts and innovative solutions, and are concentrated but not limited on the following topics:

      · Unbound aggregate materials and soil properties
      · Bound materials characteritics, mechanical properties and testing
      · Effect of traffic loading
      · In-situ measurements techniques and monitoring
      · Structural evaluation
      · Pavement serviceability condition
      · Rehabilitation and maintenance issues
      · Geophysical assessment
      · Stabilization and reinforcement
      · Performance modeling
      · Environmental challenges
      · Life cycle assessment and sustainability

      Bearing Capacity of Roads, Railways and Airfields is essential reading for academics and professionals involved or interested in transport infrastructure systems, in particular roads, railways and airfields.

      TABLE OF CONTENTS

      part 1|76 pages

      Subgrade soils

      chapter 1|7 pages

      Evaluation of a resilient modulus model for unsaturated soil conditions

      ByP. Thirthar Palanivelu, C.E. Zapata

      chapter 2|9 pages

      Investigating correlations between stiffness indexes for Brazilian soils

      ByMarcus dos Reis, Rita Moura Fortes

      chapter 3|5 pages

      Analysis of compaction and California Bearing Ratio (CBR) test results of a mixture of iron ore tailings with Brazilian tropical soil in different proportions for road construction purposes

      ByA.A.N. Dantas, T.A. Mendes, A.J.A. Posse, L.F.M. Ribeiro, C.M.C. Gurjão

      chapter 4|5 pages

      Suitability assessment of soils for pavement subgrade using gyratory compaction and bearing capacity testing

      ByA. Athanasopoulou, G. Kollaros

      chapter 5|6 pages

      Experimental and statistical investigation of the mechanical properties of limestone rocks in Lebanon

      ByM. Mrad, G. Saad, G.R. Chehab, R. Mrad

      chapter 6|9 pages

      Application of pattern classification techniques for anisotropic characterization of pavement foundations

      ByR.S. Ashtiani, M. Asadi

      chapter 7|8 pages

      Plastic strains of a compacted clayey soil under repeated axial loading

      ByZhong-Sen Li, Jean-Marie Fleureau

      chapter 8|7 pages

      Estimation of shakedown loads of flexible pavements

      ByA.G. Stathas, K.V. Spiliopoulos

      chapter 9|5 pages

      Bearing capacity on stockpiled fly ash

      ByCarl A. Lenngren

      chapter 10|6 pages

      Tunnels interaction with surrounding alluvial soils

      ByO. Naeemifar, R. Rahbari

      part 2|100 pages

      Unbound granular materials

      chapter 11|6 pages

      Structural characteristics of unbound aggregate materials in conventional flexible pavements

      ByLong Wang, Xiao Guang Xie

      chapter 12|8 pages

      Investigation of resilient modulus values for base aggregates

      ByB. Cliatt, A. Loizos

      chapter 13|8 pages

      Unsaturated resilient strain behaviours of a granular material

      ByP. Jing, C. Chazallon, H. Nowamooz

      chapter 14|8 pages

      Laboratory investigation on unbound materials used in a highway with premature damage

      ByD.M. Barbieri, I. Hoff, H. Mork

      chapter 15|8 pages

      An investigation into relevance between fractal dimension and dynamic behavior of pure granular materials

      ByS. Altun, A. Sezer, A.B. Göktepe, T. Günay, P. Ahmedzade

      chapter 16|8 pages

      Experimental characterization of unbound granular materials subjected to high harmonic loads

      ByG. Canon Falla, S. Leischner, F. Wellner, T. Spanier

      chapter 17|9 pages

      Numerical simulation and laboratory testing of unbound base course materials considering the effect of temperature

      ByJ. Patzak, F. Wellner

      chapter 18|8 pages

      Some recent research on the hydraulic conductivity of road materials

      ByP.J. Vardanega, S. Feng, C.J. Shepheard

      chapter 19|7 pages

      Laboratory investigations of thermal properties of crushed rock materials

      ByK. Rieksts, I. Hoff, E. Kuznetsova, J. Côté

      chapter 20|7 pages

      Stiffness and permanent deformation characteristics of open-graded unbound granular materials

      ByM.S. Rahman, S. Erlingsson, F. Hellman

      chapter 21|8 pages

      Characterisation of permanent deformation behaviour of unbound granular materials using repeated load triaxial testing

      ByN. Zhalehjoo, A. Tolooiyan, R. Mackay, D. Bodin

      chapter 22|10 pages

      Implementation of shakedown and packing theories for unbound granular materials

      ByTatek F. Yideti, Andrew Dawson, Bjorn Birgisson

      part 3|139 pages

      Asphalt mixes

      chapter 23|5 pages

      Experimental study on the effects of angular rate on the torsional shear property of asphalt mixture

      ByYuhua Li, Yalong Li, Guangyuan Wang, Shuan Zhang, Yejia Liu, Jingyun Chen

      chapter 24|8 pages

      Comparison of flexural strength and crack propagation test characteristics of SMA mixtures including the ageing impact

      ByPavla Vacková, Jan Valentin, Petr Mondschein

      chapter 25|7 pages

      Computational study of the influence of form and angularity of coarse aggregates in the linear viscoelastic properties of asphalt mixtures

      ByD. Castillo, S. Caro

      chapter 26|8 pages

      Linear viscoelastic behaviour of bituminous mixtures with multi-Recycled Asphalt Pavement

      ByA. Pedraza, H. Di Benedetto, C. Sauzéat, S. Pouget

      chapter 27|7 pages

      Apps for modal analysis to characterize the complex modulus of asphalt concrete

      ByA. Gudmarsson, N. Ryden

      chapter 28|5 pages

      An implementation of the Illinois flexibility index testing protocol for balanced asphalt mix designs

      ByM.K. Barry, I.L. Al-Qadi, H. Ozer, F. Safi

      chapter 29|8 pages

      Laboratory evaluation of stiffness and fatigue susceptibility of asphalt paving materials incorporating environmental factors

      ByAhmed Aljuboryl, G.D. Airey, J.R.A. Grenfell

      chapter 30|6 pages

      Laboratory test and numerical simulation of microwave heating properties of asphalt mixture

      ByH. Wang, P. Apostolidis, X. Liu, T. Scarpas, J. Yang, L. Xu

      chapter 31|6 pages

      Influence of lateral confining pressure on flow number tests

      ByE. Santagata, O. Baglieri, P.P. Riviera, M. Lanotte, M. Alam

      chapter 32|7 pages

      Degradation of asphalt mixtures due to impact method of compaction

      ByP. Singh, A.K. Swamy

      chapter 33|8 pages

      Evaluation of mixing temperature impact on warm mix asphalt performance

      ByA. Abed, N. Thom, J.R.A. Grenfell

      chapter 34|7 pages

      Effect of compaction temperatures on the warm mix asphalt volumetrics and stability

      ByH.I. Ozturk, O.C. Pamuk

      chapter 35|5 pages

      Comparison of DSR and BBR tests for determining the Performance Grade (PG) of asphalt binder at low temperature

      ByC. Riccardi, A. Cannone Falchetto, M.P. Wistuba, M. Losa

      chapter 36|8 pages

      Aging of bituminous binders in asphalt pavements and laboratory tests

      ByX. Lu, H. Soenen, O.-V. Laukkanen

      chapter 37|7 pages

      Effects of mineral fillers and bitumen on ageing of asphalt mastics properties

      ByR. Alfaqawi, G.D. Airey, J.R.A. Grenfell

      chapter 38|8 pages

      Development of empirical models for the estimation of the rheological properties of asphalt binders

      ByFernando Martinez, Marina Cauhape Casaux, Silvia Angelone

      chapter 39|8 pages

      An alternative method for determining thermal stress in asphalt binder based on Laplace transform

      ByA. Cannone Falchetto, C. Riccardi, D. Wang, M.P. Wistuba, K.H. Moon

      chapter 40|6 pages

      Laboratory investigation of physical performance and FT-IR analysis of warm mix asphalt binders

      ByJingyun Chen, Weiying Wang, Bin Xu

      chapter 41|5 pages

      Study of asphalt binder diffusion using atomic force microscopy

      ByAbhishek Savarnya, Ambika Kuity, Shivam Gupta, Akash Chandra, Animesh Das

      part 4|106 pages

      Performance of asphalt mixes with additives

      chapter 42|7 pages

      Performance properties of asphalt mixture containing Linz-Donawitz (LD) steel slag

      ByJ. Groenniger, M.P. Wistuba

      chapter 43|7 pages

      Feasibility study on a thermoset polymer-coated emulsified warm-mix asphalt mixture

      ByP.J. Yoo, B.S. Ohm, K.S. Park, I.L. Al-Qadi

      chapter 44|8 pages

      Effect of new types of synthetic waxes designed for low-temperature asphalt mixtures

      ByL. Benešová, J. Mastný, J. Valentin

      chapter 45|6 pages

      An investigation of the mechanical properties of rubber modified asphalt mixtures using a modified dry process

      ByAyad Subhy, Gordon D. Airey, Davide Lo Presti

      chapter 46|7 pages

      Rutting performance of bituminous mixtures composed with red mud

      ByM.S.S. Lima, L.P. Thives, V. Haritonovs

      chapter 47|8 pages

      An experimental study on waxy bitumens

      ByJ. Oner, B. Sengoz, G. Malkoc

      chapter 48|6 pages

      Comparative investigation on the reinforcing effects of polymer-based fiber into bituminous mixtures

      ByE. Toraldo, E. Mariani, M. Crispino

      chapter 49|7 pages

      Fibre behaviour and influence on the properties of asphalt mortar

      ByMonketh Mohammed, Tony Parry, James R.A. Grenfell

      chapter 50|8 pages

      Effect of waste metallic particles on asphalt induction heating

      ByB. Gómez-Meijide, H. Ajam, A. García, H.S. Al Mahely

      chapter 51|9 pages

      Improving the raveling resistance of porous asphalt with kraft lignin modified bitumen

      ByN.R.Z. Poeran, B.W. Sluer, M.F.C. van de Ven, W.F. Gard

      chapter 52|5 pages

      Usage of ion-irradiated recycled polypropylene as modifier in bituminous binder

      ByP. Ahmedzade, T. Günay, S. Altun, B. Kultayev, A. Fainleib, O. Grigoryeva, O. Starostenko

      chapter 53|8 pages

      Chemical and physical properties of an asphalt binder modified by the sap of Euphorbia Tirucalli plant: Application in bituminous prime coat

      ByL.M. Gondim, S.A. Soares, S.H.A. Barroso, C.M.C. Alecrin

      chapter 54|5 pages

      Physical properties of sepiolite clay nanofibers modified bitumen

      ByT. Günay, P. Ahmedzade, S. Altun

      chapter 55|6 pages

      High temperatures performance investigation of geopolymer modified bitumen binders

      ByS.I.A. Ali, H.A.M. Yahia, A.N.H. Ibrahim, R.A. Al Mansob

      part 5|81 pages

      Effect of traffic loading

      chapter 56|7 pages

      Effects of super heavy trucks on the condition of road infrastructure

      ByP. Kolisoja, T. Saarenketo, P. Varin

      chapter 57|9 pages

      Dynamic pavement response coefficient to estimate the impact of variation in dynamic vehicle load

      BySeyed-Farzan Kazemi, Peter E. Sebaaly, Raj V. Siddharthan, Elie Y. Hajj, Adam J.T. Hand, Md. Ahsanuzzaman

      chapter 58|8 pages

      Dynamic behavior of flexible inelastic pavements under moving loads

      ByN.D. Beskou, A.P. Chassiakos, D.D. Theodorakopoulos

      chapter 59|7 pages

      Responses and performance of flexible pavements in cold climate due to heavy vehicle loading

      ByS. Erlingsson, J. Ullberg

      chapter 60|7 pages

      Impact of overloaded vehicles on load equivalency factors and service period of flexible pavements

      ByD. Rys, J. Judycki, J. Jaskula

      chapter 61|8 pages

      Implications of changing the maximum legal truck load for the pavement service life

      ByCarl A. Lenngren, Reus Salini

      chapter 62|8 pages

      Modeling of dynamic loads in pavement structural response models

      ByJ.A. Ramos-García, F. Sánchez-Domínguez, J.M. Sanz-García

      chapter 63|8 pages

      Impact of longer and heavier vehicles on the performance of asphalt pavements: A laboratory study

      ByA.W. Ahmed, M.S. Rahman, S. Erlingsson

      chapter 64|5 pages

      Investigation of influence of heavy traffic loads on asphalt pavement response by SAFEM

      ByP. Liu, D. Wang, M. Oeser

      chapter 65|7 pages

      The increase of pavement cost due to the traffic overloads

      ByJ.C. Pais, P. Pereira

      part 6|66 pages

      Structural design methods

      chapter 66|8 pages

      A comparison of mechanistic-empirical pavement design methods for Norwegian conditions

      ByI.E. Trangen, H. Mork

      chapter 67|8 pages

      Tool for enhancing the 1993 AASHTO pavement design method to incorporate the dynamic modulus of asphalt mixture

      ByY.S. Hamdar, G.R. Chehab

      chapter 68|7 pages

      Determination of AASHTO 1993 layer coefficients considering time- and temperature-dependency of the asphalt mixture

      ByM. Lanotte, M.E. Kutay

      chapter 69|6 pages

      A mechanistic empirical design concept for low volume flexible pavement using unbound granular materials with application of concentration factor in a layered system

      ByP.P. Biswas, M.K. Sahis, G.C. Mandal, D. Majumder

      chapter 70|6 pages

      Perpetual flexible pavement design life

      ByG. Kollaros, A. Athanasopoulou, A. Kokkalis

      chapter 71|5 pages

      Mechanistic-empirical pavement design for unpaved roads: Development of a damage function for structural rutting

      ByJ.-P. Bilodeau, G. Doré, M. Le Vern, P.M. Thiam

      chapter 72|8 pages

      Reliability demystified, at last

      ByA.M. Ioannides, D.D. Rodriguez

      chapter 73|5 pages

      Effect of treated subgrade layer on mechanistic-empirical pavement design

      ByS. Islam, A. Sufian, M. Hossain

      chapter 74|8 pages

      Comparison of practice for aggregate use in road construction—results from an international survey

      ByM. Fladvad, J. Aurstad, B.J. Wigum

      part 7|117 pages

      In-situ measurements techniques and monitoring

      chapter 75|6 pages

      Influences of measurement conditions on structural indicators obtained from FWD data

      ByC. Van Geem

      chapter 76|6 pages

      A comparison of TSD and FWD deflections at Norwegian roads with an interpretation of bearing capacity from TSD measurements

      ByV. Antonsen, H. Mork

      chapter 77|4 pages

      Assessment of pavement structures at traffic speed

      ByA. Zofka, J. Sudyka, D. Sybilski

      chapter 78|6 pages

      Integration of traffic speed deflectometer and ground penetrating radar for network-level roadway structure evaluation

      ByK.R. Maser, A. Carmichael, P. Schmalzer, B. Shaw

      chapter 79|8 pages

      Methods for calculating deflections from traffic speed deflectometer data and impacts on pavement design

      ByP. Schmalzer, N. Weitzel

      chapter 80|6 pages

      Quality control tool for asphalt emulsion-based chip seal curing times

      ByM.A. Montoya, J.E. Haddock, W.J. Weiss

      chapter 81|5 pages

      F/HWD international round robin tests on the STAC’s test facility

      ByM. Broutin, S. Belon

      chapter 82|8 pages

      Reproducibility of decisions for rehabilitation of existing roads based on deflection measurements with curviameter or FWD

      ByC. Van Geem

      chapter 83|7 pages

      Investigation of sampling strategy on estimating strains in flexible pavements through Response Surface Method (RSM)

      ByR. Aswathy, A.K. Swamy

      chapter 84|6 pages

      Effectiveness of Spectral Analysis of Surface Waves (SASW) method for pavement evaluation

      ByAndreas Loizos, Christina Plati, Brad Cliatt, Konstantinos Gkyrtis

      chapter 85|7 pages

      Continuous health monitoring of asphalt concrete pavements using surface-mounted battery-free wireless sensors

      ByH. Hasni, A.H. Alavi, K. Chatti, N. Lajnef

      chapter 86|8 pages

      Instrumentation to evaluate the field performance of composite overlays using accelerated pavement testing

      ByHashim Rizvi, Ayman Ali, Yusuf Mehta, Andrae Francoise, Caitlin Purdy, Aaron Nolan

      chapter 87|8 pages

      Assessment of the bearing capacity of pavements using fiber optic sensors

      ByV. Papavasiliou, A. Loizos

      chapter 88|7 pages

      Subgrade cracking monitoring using distributed optical fiber sensing technique

      ByW. Liu, B. Wang, X. Chen, L. Li

      chapter 89|6 pages

      Ensuring reliable robust FWD measurements on the English road network

      ByS. Brittain, A. Wright, D. Gershkoff, R. Fairclough

      chapter 90|8 pages

      Inferring pavement layer properties from a moving measurement platform

      ByS. Andersen, E. Levenberg, M.B. Andersen

      chapter 91|5 pages

      Effect of embedment scheme on damage detection performance of self-powered pavement monitoring sensor

      ByA.H. Alavi, H. Hasni, K. Chatti, N. Lajnef

      part 8|75 pages

      Backcalculation analyses of deflection measurements

      chapter 92|9 pages

      Analysing FWD data—from the deflection bowl to material parameters

      ByM. Čičković

      chapter 93|9 pages

      A layered pavement structural and remaining capacity model by analysis of FWD and TSD data

      ByJ.D. Roberts

      chapter 94|7 pages

      Determination of an optimum backcalculation cross-section for flexible pavements

      ByK.A. Tutu, D.H. Timm

      chapter 95|8 pages

      Backcalculation of asphalt concrete moduli using field-measured strain

      ByM.M. Robbins, D.H. Timm, K.A. Tutu

      chapter 96|8 pages

      Optimization of deflection bowl measurements

      ByV. Le Boursicaud, J.-M. Simonin, P. Hornych

      chapter 97|8 pages

      Evolution of asphalt modulus from falling weight deflectometer tests and challenges associated with its interpretation and applications: A case study using LTPP data

      ByM. Oshone, M. Elshaer, E. Dave, J.S. Daniel

      chapter 98|7 pages

      Application of falling weight deflectometer for the estimation of in-situ shear strength parameters of subgrade layer

      ByH. Nabizadeh, E.Y. Hajj, R.V. Siddharthan, S. Elfass, M. Nimeri

      chapter 99|6 pages

      A model to adjust the falling weight deflections due to temperature variations

      ByJ.C. Pais, P. Pereira

      chapter 100|7 pages

      Development of a frequency temperature correction model for FWD back-calculated moduli based on frequency-temperature superposition principle

      ByJulius Marvin Flores, Phuc Le Van, Chang Kyu Park, Wonjae Kim, Hyun Jong Lee

      part 9|88 pages

      Structural evaluation

      chapter 101|6 pages

      Evaluation of soil bearing capacity by plate load test

      ByQasim Al-Obaidi, Ali Al-Shamoosi, Azad Ahmed

      chapter 102|5 pages

      Variability of Light Weight Deflectometer during laboratory and field applications for subgrade soils under variable moisture conditions

      ByMehran Mazari, Gerardo Garcia, Imad Abdallah, Jose Garibay, Soheil Nazarian

      chapter 103|4 pages

      Comparing CBR values obtained from field with laboratory test results

      ByS. Karahancer, E. Eriskin, O. Sarioglu, M. Saltan, S. Terzi

      chapter 104|7 pages

      Contribution to lateritic soils calibration using the dynamic penetrometer PANDA

      ByY. Gansonré, C. Bacconnet, P. Breul, M. Benz, P. Moustan, R. Gourvès, S. De-Maistre

      chapter 105|7 pages

      Using QC LWD data for improving pavement design and management in Chile and Peru

      ByJ.R. Marcobal, F. Cerrolaza, J. Arias, M.A. Moreno

      chapter 106|7 pages

      E* prediction algorithm for pavement quality control assessment

      ByK. Georgouli, A. Loizos

      chapter 107|5 pages

      Implementation of modulus-based quality control testing for pavement construction in Thailand

      ByA. Sawangsuriya, P. Jitareekul, Y. Taesiri, S. Sirisak, W. Lawanwisut

      chapter 108|6 pages

      A practical non-destructive testing based approach to improve the quality of the asphalt compaction process

      ByP. Georgiou, A. Loizos

      chapter 109|6 pages

      Predicting roller-compacted concrete properties from mixture proportions

      ByJ. LaHucik, J. Roesler

      chapter 110|7 pages

      Bearing capacity assessment of a flexible pavement subjected to seasonal effects

      ByGabriel Bazi, Steve Saboundjian, Robert Briggs, Per Ullidtz

      chapter 111|5 pages

      Evaluation of pavement load bearing capacity comprised of insulation layers during thaw season

      ByL. Hashemian, N. Tavafzadeh, A. Bayat

      chapter 112|8 pages

      Evaluation of cement-bitumen treated material bearing capacity by in-situ tests

      ByM. Meocci, F. La Torre

      chapter 113|6 pages

      Quality assurance of traffic-speed structural condition surveys

      ByA. Wright, S. Brittain, D. Gershkoff, P. Werro, R. Fairclough

      part 10|122 pages

      Pavement serviceability condition

      chapter 114|6 pages

      Non-destructive crack identification for concrete pavements: A case study

      ByL.S. Salles, L. Khazanovich, J.T. Balbo, A. Cargnin

      chapter 115|8 pages

      Review of pavement cracking data collection practices

      ByB. Yang, H. Ceylan, O. Smadi, K. Gopalakrishnan, S. Kim, Y. Turkan, A.A. Alhasan, O. Adarkwa

      chapter 116|7 pages

      Structural Health Monitoring of pavement assets through acoustic signature

      ByR. Fedele, F.G. Praticò, R. Carotenuto, F.G. Della Corte

      chapter 117|8 pages

      Automated patch detection and quantification for pavement evaluation

      ByG.M. Hadjidemetriou, S.E. Christodoulou

      chapter 118|8 pages

      Challenges when modelling ravelling in porous friction courses

      ByL. Manrique-Sanchez, S. Caro, S. Torres

      chapter 119|8 pages

      Data driven frameworks for classifying pavement surface anomalies based on pattern recognition techniques and smartphone technology

      ByCharalambos Kyriakou, Symeon E. Christodoulou, Loukas Dimitriou

      chapter 120|5 pages

      Advanced analysis of pavement longitudinal profiles for rehabilitation diagnostic

      ByJ.-P. Bilodeau, G. Doré, L.-A. Grégoire

      chapter 121|8 pages

      In-lab versus on-site measurement of surface performance of flexible pavements

      ByF.G. Praticò, S. Noto, A. Astolfi

      chapter 122|6 pages

      Comparative laboratory evaluation of macro texture depth of chip seal samples using sand patch and outflow meter test methods

      ByI. Gökalp, Volkan E. Uz, M. Saltan

      chapter 123|8 pages

      Evaluation of highway pavement skid resistance performance made of Engineered Cementitious Composite (ECC)

      ByA. A. Bawono, N. Nguyen Dinh, E.H. Yang, B. Lechner

      chapter 124|6 pages

      A laboratory evaluation on skid resistance performance of surface coatings manufactured by both natural aggregates and by-products

      ByI. Gökalp, V.E. Uz, M. Saltan

      chapter 125|6 pages

      Estimating new road rolling resistance using neural networks

      ByCarl A. Lenngren, Reus Salini

      chapter 126|6 pages

      Pavement performance and durability through rational design

      ByA. Mouratidis, G.P. Papageorgiou

      chapter 127|6 pages

      Sampling functional condition indices at traffic-speed

      ByKars Paul Drenth, Feng Hua Ju, Jun Yew Tan

      chapter 128|7 pages

      Assessment of tire-pavement noise by using On-Board Sound Intensity (OBSI) method in the State of Qatar

      ByM. Ohiduzzaman, O. Sirin, E. Kassem

      chapter 129|6 pages

      Investigation of tire-pavement noise level using On-Board Sound Intensity (OBSI) system

      ByA. Zofka, E. Zofka, T. Mechowski, A. Urbanik

      chapter 130|8 pages

      Overview of California studies on noise reduction for asphalt and concrete surfaces

      ByJ. Harvey, R. Wu, I. Guada, Q. Lu, A. Ongel, A. Rezaei, E. Kohler, C. Reyes

      part 11|76 pages

      Rehabilitation and maintenance issues

      chapter 131|6 pages

      Assessment of the efficiency of pavement surface rehabilitation techniques

      ByJ. Neves, H. Simas

      chapter 132|5 pages

      Assessment of shotblasting moving speed for pavement preservation—a pilot-case study

      ByC. Plati, A. Loizos, T. Stergiou, M. Pomoni, F. Papadimitriou, K. Drimeris

      chapter 133|8 pages

      Precast concrete pavements for rapid rehabilitation of high traffic volume highways—US state of practice

      ByS. Tayabji, S. Tyson

      chapter 134|7 pages

      Road bridge decks sealing, joints and pavement practice, the Greek motorway experience

      ByA. Kokkalis, A. Athanasopoulou, G. Kollaros, P. Panetsos

      chapter 135|8 pages

      An efficiency based approach to multi-year network-level maintenance programming

      ByT. Lorino, P. Hankach

      chapter 136|7 pages

      Road asset valuation system using long term pavement data analysis

      ByA. Heitor, J. Davis, P. Tobin, K. Bogie

      chapter 137|8 pages

      Why PWL is a better quality measure for developing PRS

      ByS.W. Haider, G. Musunuru, K. Chatti

      chapter 138|5 pages

      Effect of neglected maintenance for the Austrian State road network

      ByJ. Litzka, A. Weninger-Vycudil

      chapter 139|9 pages

      A low cost method of real time pavement condition data sharing to expedite maintenance intervention

      ByW. Uddin, Omar W. Uddin, João V. Merighi

      chapter 140|6 pages

      Macroeconomic and external costs caused by inefficient pavement management: Empirical evidence from the A9 motorway in Germany

      ByWolfgang H. Schulz, Lea Heinrich, Sebastian Scheler

      part 12|163 pages

      Stabilization and reinforcement

      chapter 141|8 pages

      The stabilization of a soft soil subgrade layer using a new sustainable binder produced from free-cement blending of waste materials fly ashes

      ByH.M. Jafer, W. Atherton, F. Ruddock, E. Loffill

      chapter 142|8 pages

      Geosynthetic impact on subgrade bearing capacity and their possible improvement

      ByK. Pospisil, P. Zednik

      chapter 143|7 pages

      Swelling pressure and consolidation of soft clay stabilized with bagasse ash and lime

      ByHayder Hasan, Liet Dang, Hadi Khabbaz, Behzad Fatahi

      chapter 144|6 pages

      US highway 65 emergency pavement subgrade improvement

      ByRichard L. Boudreau, John P. Donahue, Randall W. Brown

      chapter 145|8 pages

      Influences of curing conditions on strength and microstructure of lime-amended fly ash

      ByAparupa Pani, S.P. Singh

      chapter 146|6 pages

      Compressive and tensile behaviour of polymer-treated pavement foundation materials

      ByR.N. Georgees, R.A. Hassan, R.P. Evans, P. Jegatheesan

      chapter 147|7 pages

      Pavement subgrade soil bearing capacity as influenced by stabilization process

      ByA. Athanasopoulou, G. Kollaros

      chapter 148|9 pages

      Pavement design considerations for subgrades stabilized with recycled materials

      ByN. Bandara, E. Jensen, T. Binoy

      chapter 149|6 pages

      Design of mortars for controlled modulus columns: From laboratory to field experiments

      ByG. Blanc, G. Escadeillas, A. Turatsinze, Abou-Chakra Ariane, B. Quandalle

      chapter 150|6 pages

      Implication of the mechanically stabilised granular layer for access road over saline soils at uranium in situ leaching mine in South Kazakhstan

      ByA. Kuznetsova, C. Doulala-Rigby, G. Solovyev, E. Orlov

      chapter 151|8 pages

      Sustainable field applications of quarry byproducts mixed with large size unconventional aggregates

      ByIssam Qamhia, Erol Tutumluer, Hasan Ozer, Hasan Kazmee

      chapter 152|8 pages

      Bearing capacity of a stabilised granular layer on clay subgrade

      ByA.S. Lees

      chapter 153|4 pages

      Mechanical characteristics and insolubilization effect of incineration bottom ash from MSW using aging method

      ByK. Sato, T. Fujikawa

      chapter 154|6 pages

      Analytical and numerical design approaches for stabilized road pavement base layers

      ByP. Skels, A. Zarins, K. Bondars, V. Haritonovs

      chapter 155|7 pages

      Geosynthetic sub-base stabilization of roads and artificial turf installations

      ByChrist van Gurp, Toni Messinella, Marco Hazenkamp, Frans Harmeling

      chapter 156|8 pages

      Geogrid in paved and unpaved road systems: A review of mechanisms and design mehods

      ByM. Sharbaf, N. Ghafoori, N. Dumitru

      chapter 157|8 pages

      Laboratory evaluation of triangular aperture geogrid reinforced flexible pavements

      ByM. Sharbaf, N. Ghafoori

      chapter 158|6 pages

      In situ damage evaluation of geogrid used in asphalt concrete pavement

      ByC. Chazallon, T.C. Nguyen, M.L. Nguyen, P. Hornych, D. Doligez, L. Brissaud, E. Godard

      chapter 159|7 pages

      High-performance synthetic microfibers for the structural reinforcement of hot mix asphalts

      ByM. Pasetto, E. Pasquini, G. Giacomello, A. Baliello, N. Baldo

      chapter 160|6 pages

      Bituminous pavements reinforcement with interlayer systems: Proposing a routine laboratory cyclic flexural testing procedure

      ByP. Pezzano, C. Sangiorgi, P. Tataranni, N. Bonucchi, C. Lantieri

      chapter 161|8 pages

      Assessment of fiber reinforced HMA and WMA mixes using viscoelastic continuum damage model

      ByH. A. Kassem, G.R. Chehab, N.F. Saleh, A. Zalghout

      chapter 162|9 pages

      Lifetime prediction of asphalt interlayer systems, and the correlation between a simplified design method and real cases

      ByP. Pezzano, A. Simone, F. Mazzotta, C. Sangiorgi, V. Vignali, G. Dondi

      part 13|99 pages

      Recycled materials and techniques

      chapter 163|8 pages

      Performance evaluation of a 100% recycled asphalt pavement mixture using a polymer binder: A pilot study

      ByE.Y. Hajj, M. Piratheepan, P.E. Sebaaly

      chapter 164|9 pages

      Maximising asphalt recycling in road surface courses: The importance of a preliminary binder design

      ByG.M. Pires, A. Jiménez del Barco Carrión, G.D. Airey, D. Lo Presti

      chapter 165|7 pages

      Structural evaluation of cold recycling mixture with foamed asphalt

      ByF.V. Guatimosim, K.L. Vasconcelos, L.L.B. Bernucci

      chapter 166|9 pages

      Effects of vibratory and static compaction in laboratory to strength properties of cold recycled materials

      ByK. Mollenhauer

      chapter 167|8 pages

      Towards high quality re-use of porous asphalt

      ByJ. Qiu, M. Huurman, M.H.T. Frunt, R. Gelpke

      chapter 168|5 pages

      Mechanical performance of recycled aggregates in cyclic triaxial testing

      ByC. Grégoire, A. Van der Wielen, B. Janssens

      chapter 169|8 pages

      Performance of warm recycled mixtures in field trial sections

      ByArianna Stimilli, Francesca Frigio, Fabrizio Cardone, Francesco Canestrari

      chapter 170|8 pages

      Instrumented test section for analyzing the curing process of cold-recycled mixtures

      ByC. Godenzoni, A. Graziani, M. Bocci, A. Grilli, E. Bocci

      chapter 171|9 pages

      Sustainability evaluation of pavements using recycled materials

      ByY. Zhang, D. Goulias, A. Aydilek

      chapter 172|8 pages

      Moisture effects on the properties of RAP-foamed bitumen mixtures

      ByD.B. Sánchez, G.D. Airey, J.R.A. Grenfell, S. Caro

      chapter 173|6 pages

      Influence of bio-based additives on RAP clustering and asphalt binder rheology

      ByM. Orešković, S. Bressi, G. Di Mino, D. Lo Presti

      chapter 174|7 pages

      Evaluation of bituminous binders miscibility for warm-mix recycling techniques

      ByS. Vassaux, V. Gaudefroy, L. Jean Soro, A. Pévère, V. Mouillet, L. Boulangé, V. Barragan-Montero

      part 14|185 pages

      Performance modeling

      chapter 175|9 pages

      3D-FE Modeling and dynamic response analysis of asphalt pavements subjected to FWD impact loads

      ByWaheed Uddin, Yamini Nanagiri, Sergio Garza

      chapter 176|8 pages

      Road pavement responses estimated through finite element modeling analysis

      ByB. Cliatt, A. Loizos, K. Gkyrtis

      chapter 177|7 pages

      Infinite element technology of adaptive FEMOL applied in mechanical analysis of layered elastic systems for asphalt pavement

      ByY. Dong, Q. Xing, S. Yuan, N. Fang

      chapter 178|8 pages

      Structural pavement responses using nonlinear finite element analysis of unbound materials

      ByAndreas Loizos, Konstantinos V. Spiliopoulos, Brad Cliatt, Konstantinos Gkyrtis

      chapter 179|8 pages

      3D modeling and measuring of tire-pavement contact pressure

      ByE.Y. Manyo, I. Leandry, B. Picoux, P. Reynaud, F. Allou, C. Petit

      chapter 180|8 pages

      Prediction of heavy vehicle impact on rut development using PEDRO model

      ByS.F. Said, A.W. Ahmed

      chapter 181|8 pages

      Evaluation of rutting potential in cold bituminous emulsion mixture using finite element analysis

      ByH.K. Shanbara, F. Ruddock, W. Atherton, G. Rothwell

      chapter 182|8 pages

      Pavement rutting prediction models for the coastal roads of southern Norway

      ByEphrem Taddesse

      chapter 183|7 pages

      Analytical modeling of rutting for asphalt concrete pavement

      ByBerhanu Abesha Feyissa

      chapter 184|8 pages

      Permanent deformation measurements under flexible pavements using image correlation

      ByA. Bowman, S. Haigh

      chapter 185|8 pages

      Prediction of HMA fatigue performances using different Visco-Elastic Continuum Damage (VECD) models

      ByM. Lanotte, M.E. Kutay

      chapter 186|8 pages

      Modelling of reflective cracking in composite pavements

      ByE. Manola, A.C. Collop, N. Thom

      chapter 187|8 pages

      Research on cracking of asphalt pavement based on cohesive zone model and extended finite element method

      ByYazhen Sun, Kaixiang Li, Xuezhong Yuan, Zuoxin Ma, Jinchang Wang

      chapter 188|6 pages

      Fatigue performance evaluation of high modulus asphalt binder using the LAS test and S-VECD model

      ByJ. Zhang, H. Zhang, C. Wang

      chapter 189|6 pages

      Analysis of expansive reactions in cement concrete pavement structures by microscopical methods

      ByJ. Stryk, A. Frybort, J. Stulirova, K. Pospisil, M. Gregerova

      chapter 190|7 pages

      Influence of layer thickness on the flow of asphalt under simulated compaction

      ByEhsan Ghafoori Roozbahany, Manfred N. Partl, Alvaro Guarin

      chapter 191|6 pages

      Thin overlay analysis using finite element method

      ByH. Dhasmana, H. Ozer, I.L. Al-Qadi

      chapter 192|8 pages

      A three-dimensional finite element analysis of temperature distribution in hot mix asphalt pothole repair

      ByJ. Byzyka, M. Rahman, D.A. Chamberlain

      chapter 193|8 pages

      Determination of asphalt layer thickness above which axle load-induced strains initiate top-down Cracking

      ByA. Nikolaides, E. Manthos

      chapter 194|8 pages

      Cold and hot asphalt pavements modelling

      ByH.K. Shanbara, A. Dulaimi, F. Ruddock, W. Atherton, G. Rothwell

      chapter 195|8 pages

      Assessment of moisture sensitivity of warm mix asphalt using advanced 3-D imaging technique

      ByM.O. Hamzah, S.Y. Teh, B. Golchin, J. Voskuilen

      chapter 196|8 pages

      Analysis of the relationship between asphalt mix design and functional performance

      ByJ. Qiu, M.M.J. Jacobs, M.H.T. Frunt, A. Rering

      chapter 197|6 pages

      Estimation of optimal pavement performance models for highways

      ByM. Khadka, A. Paz

      chapter 198|5 pages

      Performance evaluation of perpetual pavement after ten years

      ByS. Islam, A. Sufian, M. Hossain, D. Gedafa

      part 15|42 pages

      Mechanics of layers interfaces

      chapter 199|8 pages

      Analysis of the behavior of pavement layers interfaces from in situ measurements

      ByN.S. Duong, J. Blanc, P. Hornych

      chapter 200|6 pages

      Static and cyclic evaluation of interlayer bonding

      ByC. Raab, M.N. Partl, E. Fourquet, A.O. Abd El Halim

      chapter 201|8 pages

      Characterization of the bond between asphalt layers and glass grid layer with help of a wedge splitting test

      ByM. Gharbi, M.L. Nguyen, S. Trichet, A. Chabot

      chapter 202|6 pages

      Interface shear fatigue performance of asphalt pavement structures in function of normal stress and temperature

      ByIvan Isailović, Michael P. Wistuba, Stephan Büchler, Augusto Cannone Falchetto

      chapter 203|5 pages

      Research on the crack resistance of HVASSAL based on the nonlinear contact between layers

      ByYazhen Sun, Zhangyi Gu, Jiawei Pan, Kaixiang Li

      chapter 204|6 pages

      Effect of glass fibre grids on the bonding strength between two asphalt layers

      ByL. Sagnol, C. Chazallon, M. Stöckner

      part 16|65 pages

      Geophysical assessment

      chapter 205|7 pages

      A comparative investigation of the pavement layer dielectrics by FDTD modelling and reflection amplitude GPR data

      ByF. Tosti, A.M. Alani, A. Benedetto, L. Bianchini Ciampoli, M.G. Brancadoro, L. Pajewski

      chapter 206|5 pages

      Signal processing for optimisation of low-powered GPR data with application in transportation engineering (roads and railways)

      ByL. Bianchini Ciampoli, F. D’Amico, A. Calvi, F. Benedetto, F. Tosti

      chapter 207|8 pages

      Pavement thickness evaluation with air-coupled GPR systems

      ByV. Marecos, M. Solla, S. Fontul, M.L. Antunes

      chapter 208|6 pages

      Imaging boulders using the Ground Penetrating Radar (GPR) method

      ByA. Vafidis, N. Economou, G. Kritikakis, M. Galetakis, A. Vasiliou, G. Apostolopoulos, T. Michalakopoulos

      chapter 209|9 pages

      Second-generation analysis approach for condition assessment of transportation infrastructure using Step-Frequency (SF) Ground-Penetrating-Radar (GPR) array system

      ByN. Gagarin, J.R. Mekemson, D. Goulias

      chapter 210|5 pages

      Soft soils boundaries detection by GPR (the Case of Port Antioquia Survey, Colombia)

      ByY.A. Sukhobok, V.V. Pupatenko, G.M. Stoyanovich, E.V. Fedorenko

      chapter 211|8 pages

      Study on the use of low field nuclear magnetic resonance for detecting asphalt aging

      ByI. Menapace, E. Masad, M. Nogueira d’Eurydice, Petrik Galvosas, M.W. Hunter, O. Sirin

      chapter 212|6 pages

      Assessment of pavement structures using non-invasive imaging and geotechnical testing

      ByN. Khoury, C. Saad, Y. Maalouf, M. Nasr

      chapter 213|5 pages

      How to create a full-wave GPR model of a 3D domain of railway track bed?

      ByM.G. Brancadoro, F. Tosti, L. Bianchini Ciampoli, L. Pajewski, D. Pirrone, A. Benedetto, A.M. Alani

      part 17|190 pages

      Airfield pavements structures

      chapter 214|8 pages

      Development of new FAA design procedures for extended airport pavement life

      ByD.R. Brill, T.A. Parsons

      chapter 215|9 pages

      Development of rational ACN/PCN system

      ByC. Fabre, G. Vaurs

      chapter 216|8 pages

      Why can’t the PCN index be uniquely defined?

      ByA. Loizos, A. Armeni, B. Cliatt

      chapter 217|9 pages

      Harmonizing PCN reporting on extended airport maneuver areas

      ByC. Busch, A. Rolim

      chapter 218|6 pages

      Towards airfield pavement design using cold recycled bound materials

      ByHelena Isabel Lacalle Jimenez, Nicholas Thom, Bachar Hakim

      chapter 219|9 pages

      Design of rigid and flexible airfield pavements on cement-treated base

      ByCarlo Rabaiotti, Danai Tsirantonaki, Marco Schnyder

      chapter 220|8 pages

      Innovative construction techniques and functional verification on airfield pavements—a Dutch case study

      ByF.R. Bijleveld, A.H. de Bondt, R. Khedoe, M. Stet

      chapter 221|5 pages

      Effect of winter contaminants removal techniques on airfield pavement surfaces

      ByS. Anastasio, I. Hoff, K.R. Holm, L. Fensholt, L. Næsbø

      chapter 222|9 pages

      Comparing near surface aircraft pavement responses calculated by finite element and layered elastic methods

      ByG. White, W. Smith

      chapter 223|5 pages

      Assessment of critical loading conditions on rigid airfield pavements by means of numerical simulation

      ByD. Mounier, J.-M. Piau, O. Chupin

      chapter 224|8 pages

      Domain analysis for airfield pavement: Moving forward from point responses

      ByJ.A. Hernandez, A. Gamez, I.L. Al-Qadi

      chapter 225|6 pages

      Airfield pavement management program of Hellenic air force

      ByE. Adamidou, P. Gomatou

      chapter 226|6 pages

      Nondestructive detection of voids under airfield pavement

      ByM. Abbasghorbani, A. Bamdad, N. Tabatabaee

      chapter 227|8 pages

      Effect of subbase quality on performance of rapid-setting replacement slabs for airfield pavements

      ByJ.S. Tingle, H.P. Bell, L.P. Priddy, L. Edwards

      chapter 228|6 pages

      Implementing the traffic speed deflectometer for airfield runway assessment

      ByD.D. Rodriguez, L. Edwards

      chapter 229|8 pages

      Managing the impact of more demanding aircraft

      ByG. White

      chapter 230|7 pages

      Expedient runway upgrade technologies

      ByG. White

      chapter 231|7 pages

      Preliminary analysis of pavement life indicators of large- and medium-hub airport runways

      ByT.A. Parsons, D.R. Brill

      chapter 232|6 pages

      Impact of joint filling materials on cracking in concrete gutters at large airfields

      ByR. Breitenbuecher

      chapter 233|7 pages

      Asphalt Pavement Analyzer—laboratory tool for characterization of rutting performance of airport pavement Hot Mix Asphalt (HMA)

      ByN. Garg, Q. Li, J. Stein

      chapter 234|7 pages

      Neural networks prediction of critical responses related to top-down and bottom-up cracking in airfield concrete pavement

      ByA. Rezaei-Tarahomi, O. Kaya, H. Ceylan, K. Gopalakrishnan, S. Kim, D.R. Brill

      chapter 235|9 pages

      Influence of airfield pavement roughness and ponding on gear life and safety of commercial aircraft

      ByJoão V. Merighi, Waheed Uddin

      chapter 236|7 pages

      Life cycle cost analysis of runway reconstruction alternatives for commercial service airports

      ByM.T. McNerney, G.P. Vittas

      chapter 237|8 pages

      Perpetual pavement responses under single and dual wheel aircraft gear loading

      ByH. Wang, M. Li, N. Garg

      part 18|276 pages

      Railway track structures

      chapter 238|9 pages

      Experimental study on cyclic deformation and particle breakage of railway ballast

      ByX. Bian, D. Sun, W. Li

      chapter 239|5 pages

      Ballast degradation analysis by Los Angeles Abrasion test and image analysis method

      ByY.L. Guo, G.Q. Jing

      chapter 240|9 pages

      Influence of parallel grading on hydro-mechanical characteristics of unsaturated fouled ballast

      ByT. Ishikawa, S. Matsutani, T. Tokoro, T. Nakamura, Y. Momoya

      chapter 241|9 pages

      Analysis and improvement of the dynamic track behaviour in transition zone

      ByH. Wang, V.L. Markine

      chapter 242|7 pages

      Influence of water content and triaxial size effects on determination of bearing capacity of fouled ballast

      ByA.K. Rohrman, Z. Yang, H.F. Kashani, C.L. Ho

      chapter 243|6 pages

      Roadbed improvement of an existing railway line located in cold region by reusing crushed deteriorated ballast

      ByL.L. Fu, J.H. Xiao, S.H. Zhou, D. Zhang, Y.H. Wang, W.J. Liu, L.H. Jiang

      chapter 244|8 pages

      Laboratory characterisation of rigid polyurethane foam reinforced ballast

      ByR.F. du Plooy, P.J. Gräbe, C. Turner

      chapter 245|6 pages

      Engineering performance of steel slag as railway ballast

      ByChen-Ming Kuo, Chih-Chiang Lin

      chapter 246|11 pages

      Effect of temperature and traffic on mix-design of bituminous asphalt for railway sub-ballast layer

      ByF. Martinez Soto, G. Di Mino, F. Acuto

      chapter 247|8 pages

      Some results on the properties and behavior of railway ballast

      ByE. Fortunato, A. Paixão, S. Fontul, J. Pires

      chapter 248|5 pages

      Theoretical assessment of railway ballast degradation under cyclic loading

      ByP.K. Bajpai, A. Das

      chapter 249|7 pages

      Performance testing of geogrid-stabilised ballast and sub-ballast subjected to high speed rail forces

      ByZ. Yu, D.P. Connolly, P.K. Woodward, M. Horton, T.L.H. Oliver

      chapter 250|6 pages

      Cumulative deformation characteristic and shakedown limit of railway ballast under cyclic loading

      ByJ.H. Xiao, D. Zhang, Y.H. Wang, Z. Luo

      chapter 251|5 pages

      The impact of heavy freight train on the roadbed

      ByA.V. Petriaev

      chapter 252|9 pages

      Track defects and the dynamic loads due to suspended (sprung) masses of railway vehicles

      ByK. Giannakos

      chapter 253|4 pages

      Ensuring of railway ballast and subballast bearing capacity in terms of heavy axle load train operation

      ByA.A. Konon

      chapter 254|6 pages

      Performance of track transition remedies implemented in high tonnage heavy axle load environment

      ByDingqing Li, Jay Baillargeon, Luis Maal

      chapter 255|6 pages

      Design optimization of the modern tram track infrastructure in soft soil area

      ByYao Shan, Jiawei Zhang, Shunhua Zhou, Quanmei Gong, Binglong Wang

      chapter 256|8 pages

      Towards analytical asphalt trackbed design

      ByBachar Hakim, Craig Bonney, Mat Brough, Craig Govan

      chapter 257|9 pages

      Study on the evaluation of track support stiffness of the ballasted track using the FWD

      ByH. Tanigawa, T. Nakamura, Y. Momoya

      chapter 258|6 pages

      Use of ballast support condition back-calculator for quantification of ballast pressure distribution under concrete sleepers

      ByZ. Gao, M.S. Dersch, Y. Qian, M.V. Csenge, J.R. Edwards

      chapter 259|8 pages

      Effect of stiffness and bearing capacity of railway components on track behaviour

      A laboratory approach for design optimization of railway tracks
      ByM. Sol-Sánchez, L. Pirozzolo, F. Moreno-Navarro, G. Martínez-Montes, M.C. Rubio-Gámez

      chapter 260|7 pages

      Laboratory evaluation of under-ballast mat effectiveness to mitigate differential movement problem in railway transition zones

      ByA. de O. Lima, M.S. Dersch, Y. Qian, E. Tutumluer, J.R. Edwards

      chapter 261|7 pages

      Bearing capacity evaluation of a subgrade in a heavy haul railway in Brazil

      ByR. Costa, R. Motta, L.L.B. Bernucci, E. Moura, J. Pires, L. Oliveira

      chapter 262|7 pages

      Laser triangulation measurement system: Application on railway track

      ByS. Cafiso, C. D’Agostino, E. Delfino, A. Di Graziano, R. Fox-Ivey, J. Laurent

      chapter 263|9 pages

      Introduction of new systems for evaluation of ballast bearing capacity

      ByS. Cafiso, B. Capace, C. D’Agostino, E. Delfino, A. Di Graziano

      chapter 264|6 pages

      Evaluation of the ballast aggregates shape properties using digital image processing techniques

      ByD.F. Diógenes, R.S. Maia, V.T.F. Castelo Branco

      chapter 265|6 pages

      Finite element model on stress distribution of ballasted railway subgrade and its validation

      ByYang Feng, Chunfa Zhao, Xu Zhang

      chapter 266|8 pages

      Modeling the viscoplastic creep behavior of asphalt concrete for use in ballastless railway tracks in tunnels

      ByO. Lopez Polanco, N. Calon, T. Gabet, P. Hornych

      chapter 267|8 pages

      Effect of creep and destructuration under Sebou high speed railway line embankment

      ByA.H. Mridakh, F. Lahlou, A. Mridekh, H. Ejjaaouani, H. Labied

      chapter 268|6 pages

      Effect of uneven subgrade settlement in high-speed railway on double-block ballastless track regularity

      ByY. Guo, W.M. Zhai

      chapter 269|4 pages

      Railway track vibration and degradation under train operation

      ByM.J.M.M. Steenbergen, A. Zoeteman, H.J. de Graaf, R. van Dommelen

      chapter 270|6 pages

      Impact hammer testing of a railway track

      ByE. Balic, C. McNally, D. Hester

      chapter 271|8 pages

      Effects of model scale on lateral resistance characteristic of sleepers in railway ballasted tracks

      ByH. Tomita, K. Hayano, P.T. Anh

      chapter 272|7 pages

      Prediction of railway ballast service life

      ByR. Nålsund

      chapter 273|6 pages

      Study on the mechanism and inspection method of railway pumping

      ByC.P. Kuo, C.H. Hsu, C.W. Wu, P.L. Liu, D.W. Chen

      chapter 274|6 pages

      Next problems with the railway prestressed sleepers cracking in concrete as an effect of delayed ettringite formation

      ByJózef Jasiczak, Zdzisława Owsiak

      part 19|116 pages

      Environmental challenges

      chapter 275|9 pages

      Evaluation of Norwegian gradation based regulation for frost susceptibility of crushed rock aggregates in roads and railways

      ByB. Loranger, E. Kuznetsova, I. Hoff, J. Aksnes, K.A. Skoglund

      chapter 276|7 pages

      Seasonal temperature distribution in rigid pavements

      ByK. Bayraktarova, L. Eberhardsteiner, R. Blab

      chapter 277|8 pages

      Longitude profiling as a tool for evaluation of frost actions active pavement section

      ByT. Edeskär, V. Perez, J. Ullberg, P. Ekdal

      chapter 278|7 pages

      A method to assess climate change induced damage on flexible pavements with machine learning

      ByY. Qiao, Y. Zhang, M. Elshaer, J.S. Daniel

      chapter 279|6 pages

      Testing and modeling the behavior of water saturated asphalt concrete under freezing conditions in relation to pavement damaging

      ByVan-Thang Vu, Olivier Chupin, Jean-Michel Piau, Ferhat Hammoum, Pascal Lecontee

      chapter 280|9 pages

      Predicting subgrade soil strength using FWD and meteorological time series data

      ByLászló Gáspár, Márton Karoliny, Csaba Tóth

      chapter 281|7 pages

      Bearing capacity analysis of pavement structures for short term flooding events

      ByM. Elshaer, M. Ghayoomi, J.S. Daniel

      chapter 282|5 pages

      The importance of maintaining pavement roughness to reduce carbon footprint

      ByA. Drainakis, M. Pomoni, C. Plati

      chapter 283|8 pages

      Thermal energy harvesting from asphalt pavement roadways

      ByUtpal Datta, Samer Dessouky, A.T. Papagiannakis

      chapter 284|6 pages

      Water-heat response of embankments on permafrost to increasing precipitation

      ByZ. Wen, Z.H. Bao, P.G. Liao, M.L. Zhang, Z.Z. Sun, S.J. Zhang

      chapter 285|4 pages

      A water preservation base for pervious pavement of traffic road

      BySu-Yi Wu, Hung-Jiun Liao, Yen-Tse Huang

      chapter 286|9 pages

      Applications of an innovative load bearing permeable concrete pavement

      ByY.H. Lee, H.W. Ker, N.S. Chou, J.W. Chen

      chapter 287|9 pages

      Accumulation managing pavement—design, construction and performance for confined areas

      ByA. Dodhiya, M. Dave, P. Modi, J. Shah

      chapter 288|7 pages

      The effect of highway geometry on fuel consumption of heavy-duty vehicles operating in eco-driving mode

      ByG.K. Booto, R.A. Bohne, H. Vignisdottir, K. Pitera, G. Marinelli, H. Brattebø, H. Wallbaum, B. Ebrahimi

      chapter 289|4 pages

      Detoxication of the heavy metal ions in water resources by means of mineral geoantidotes

      ByA.S. Sakharova, L.B. Svatovskaya, M.M. Baidarashvili, A.V. Petriaev

      part 20|35 pages

      Life cycle assessment and sustainability

      chapter 290|8 pages

      Sustainable pavement rehabilitation strategy using consequential life cycle assessment

      An example of interstate 95
      ByC. DeCarlo, W. Mo, E. Dave, J. Locore

      chapter 291|7 pages

      Sustainable implementation of future smart road solutions

      A case study on the electrified road
      ByF. Chen, R. Balieu, N. Kringos

      chapter 292|6 pages

      Life cycle assessment of an optimized network arch highway bridge utilizing timber

      ByR. O’Born, K. Vertes, G. Pytten, L.O. Hortemo, A. Brændhagen

      chapter 293|6 pages

      Economic benefit calculation of quality improvements in road construction

      ByM. Granden, J.M. Johansen, L. Bakløkk

      chapter 294|5 pages

      Pay adjustment of asphalt pavement based on the Life-Cycle Cost Analysis (LCCA) and a brief case study in China

      ByXin Zhao, Aimin Sha, Zhuangzhuang Liu

      part 21|35 pages

      Full-scale testing

      chapter 295|6 pages

      Deflections and dynamic responses of asphalt pavement with graded-broken-stone base

      An investigation based on Heavy Vehicle Simulator (HVS)
      ByAimin Sha, Zhuangzhuang Liu, Wanfen Zhao, Liqun Hu, Jie Wang, Zhenqiang Han

      chapter 296|7 pages

      Fast Falling Weight Deflectometer (FastFWD) for Accelerated Pavement Testing (APT)

      ByM. Manosalvas-Paredes, A. Navarro Comes, M. Francesconi, S. Khosravifar, P. Ullidtz

      chapter 297|7 pages

      Pavement strengthening with respect to frost penetration

      A laboratory study using a full-scale heavy vehicle simulator
      ByJ.-P. Bilodeau, J.-P. Cloutier, G. Doré, P.M. Thiam

      chapter 298|4 pages

      Use of accelerated pavement testing for degree of risk due to road cavity

      ByHee Mun Park, Yeon Tae Kim, Ji Young Choi, Booil Kim

      chapter 299|7 pages

      Full-scale accelerated pavement testing of geogrid stabilized roads

      ByJ.S. Tingle, G.J. Norwood, W.J. Robinson, M.H. Wayne, Jayhyun Kwon

      part 22|36 pages

      Case histories

      chapter 300|6 pages

      Case study of a performance based contract for asphalt pavement overlay in Korea

      ByJ. Lee, B. Kim, J. Lim, Y. Kim

      chapter 301|10 pages

      Design of Ultra-Thin Continuously Reinforced Concrete (UTCRC) and Enrobé à Module Élevé (EME) implemented as alternative remedial actions

      ByS.J. Bredenhann, J.L. van Heerden, P.J. Strauss, P.J. Joubert

      chapter 302|7 pages

      Resurfacing of the Queen Elizabeth II bridge

      Binder selection and evaluation
      ByI. Artamendi, B. Allen, C. Allpress, P. Phillips, C. Wingrove

      chapter 303|10 pages

      Geotechnical assessment strategy for bridge maintenance—case study

      ByO. Hamza
      T&F logoTaylor & Francis Group logo
      • Policies
        • Privacy Policy
        • Terms & Conditions
        • Cookie Policy
        • Privacy Policy
        • Terms & Conditions
        • Cookie Policy
      • Journals
        • Taylor & Francis Online
        • CogentOA
        • Taylor & Francis Online
        • CogentOA
      • Corporate
        • Taylor & Francis Group
        • Taylor & Francis Group
        • Taylor & Francis Group
        • Taylor & Francis Group
      • Help & Contact
        • Students/Researchers
        • Librarians/Institutions
        • Students/Researchers
        • Librarians/Institutions
      • Connect with us

      Connect with us

      Registered in England & Wales No. 3099067
      5 Howick Place | London | SW1P 1WG © 2022 Informa UK Limited