Información General

• Autores: Erol Tutulumluer (dir.), Imad L. Al-Qadi (dir.)
• Editores: CRC Press
• Año de publicación: 2009
• País: Reino Unido
• Idioma: inglés
• ISBN: 9780415871990
• Texto completo no disponible (Saber más ...)

Resumen

• Bearing Capacity of Roads, Railways and Airfields focuses on issues pertaining to the bearing capacity of highway and airfield pavements and railroad track structures and provided a forum to promote efficient design, construction and maintenance of the transportation infrastructure. The collection of papers from the Eighth International Conference on the Bearing Capacity of Roads, Railways and Airfields (BCR2A09) includes contributions on a variety of topics and will be of particular interest to academics, researchers, and practitioners involved in geotechnical, pavement, and railroad engineering disciplines. It is primarily concerned with the many issues pertaining to the bearing capacity and mechanistic based design of highway and airfield pavements and railroad track structures.

Otros catálogos

• Red de Bibliotecas Universitarias (REBIUN)

Esta obra consta de los siguientes volúmenes

• Vol. 1 . ISBN 9780415804325

Listado de artículos

• Vol. 1. 2009. ISBN 9780415804325

  • Keynote presentations

    • Recent and landmark improvements in performance characterization of unbound aggregate bases and subbases and sublayers comprised of Chemically Stabilized Materials (CSMs)

      Dallas Little

      • Resumen

      pág. 3

      

    • The performance of rail track incorporating the effects of ballast breakage, confining pressure and geosynthetic reinforcement

      B. Indraratna, S. Nimbalkar, D. Christie

      • Resumen

      págs. 5-24

      

    • Airport pavement design for the 21st century

      Satish K. Agrawal

      • Resumen

      pág. 25

      

  • Subgrade soils

    • Improving subgrade strength and pavement performance by chemical treating subgrade soils

      N. Bandara, M.J. Grazioli

      • Resumen

      págs. 29-36

      

    • Study of dry sludge stabilization from Water Treatment Plant (WTP) in Taiaçupeba to use as compacted soil in earthwork ditches

      Rita Moura Fortes, João Virgilio Merigui, D.R. Pauli, M.A.L. Barros, M.H. de Carvalho, N.C. Menetti, A. S. Barbosa, F.V. Ribeiro, B.B. Bento

      • Resumen

      págs. 37-44

      

    • Alternatives to heavy test rolling for cohesive subgrade assessment

      D.J. White, P.K.R. Vennapusa, H.H. Gieselman, L. Johanson, J. Siekmeier

      • Resumen

      págs. 45-55

      

    • A comparative subgrade evaluation using CBR, vane shear, light weight deflectometer, and resilient modulus tests

      N. Garg, A. Larkin, H. Brar

      • Resumen

      págs. 57-64

      

    • Stabilization of clays using liquid enzymes

      Y. Yilmaz, A.G. Gungor, C. Avsar

      • Resumen

      págs. 65-69

      

    • The effect of moisture hysteresis on resilient modulus of subgrade soils

      C. Khoury, N. Khoury

      • Resumen

      págs. 71-78

      

    • Dynamic properties of a full weathering granite subgrade and other pavement materials studied by model tests

      J. Zou, Z. Li, X. Cao

      • Resumen

      págs. 79-87

      

    • The use of geofiber and synthetic fluid for stabilizing marginal soils

      K. Hazirbaba, Stephen B. Connor

      • Resumen

      págs. 89-96

      

    • Subgrade modification: practitioner’s experience

      T. McCleary

      • Resumen

      págs. 97-106

      

    • "Baku Bayil Yard Site" soil improvement geotechnical works

      E. Guler, A. Gure, A.E. Çetin

      • Resumen

      págs. 107-115

      

    • Resilient characteristics of bottom ash

      H.H. Titi, A.R. Coenen, M.B. Elias

      • Resumen

      págs. 117-124

      

    • Precision triaxial equipment for the evaluation of the elastic behavior of soils

      N. Araújo, A. Gomes Correia

      • Resumen

      págs. 125-134

      

  • Granular materials

    • A performance study of different curing materials applied to soil-Portland cement base course cure

      Rita Moura Fortes, João Virgilio Merigui

      • Resumen

      págs. 137-144

      

    • Pavement base unbound granular materials gradation optimization

      J.P. Bilodeau, G. Doré, P. Pierre

      • Resumen

      págs. 145-154

      

    • Influence of the macroscopic cohesion on the 3D FE modeling of a flexible pavement rut depth

      F. Allou, C. Petit, C. Chazallon, P. Hornych

      • Resumen

      págs. 155-165

      

    • Effect of grading and moisture on the deformation properties of unbound granular aggregates

      L.U. Mathisen

      • Resumen

      págs. 167-177

      

    • IDOT test loop: Evaluating the field performance of various dense graded aggregates

      G. Heckel

      • Resumen

      págs. 179-186

      

    • Analytical evaluation of unbound granular layers in regard to permanent deformation

      L.A.T. Brito, A.R. Dawson, P.J. Kolisoja

      • Resumen

      págs. 187-196

      

    • Processed Portuguese steel slag: a new geomaterial

      A. Gomes Correia, S.M. Reis Ferreira, A.J. Roque, A. A. Cavalheiro

      • Resumen

      págs. 197-204

      

    • Resilient modulus of hydraulically bound road base materials with high volume waste dust

      H. Al Nageim, P. Visulios

      • Resumen

      págs. 205-213

      

    • Characterizing natural and recycled granular materials for (sub)base layers of roads by cyclic triaxial testing

      D. C. Gregoire, B. Dethy, J. Detry, A. Gomes Correia

      • Resumen

      págs. 215-223

      

    • Resilient modulus of unbound base material containing extra waste Stancombe limestone dust

      B. Saghafi, H. Al Nageim

      • Resumen

      págs. 225-236

      

    • Characterizing aggregate permanent deformation behavior based on types and amounts of fines

      D. Mishra, Erol Tutulumluer, J. Kern, A. Butt

      • Resumen

      págs. 237-246

      

  • Asphalt mixtures

    • Use of polymer modified binders to reduce rutting in Nordic asphalt pavements

      B.O. Lerfald, J. Aurstad, N.S. Uthus

      • Resumen

      págs. 249-258

      

    • Contribution of asphalt mix components to permanent deformation resistance

      P.M. Muraya, A.A.A. Molenaar, M. F. C. van de Ven

      • Resumen

      págs. 259-268

      

    • A new rutting evaluation indicator for asphalt mixtures

      K. Su, L. Sun, Y. Hachiya, R. Maekawa

      • Resumen

      págs. 269-274

      

    • Evaluation of different predictive dynamic modulus models of asphalt mixtures used in Argentina

      F.O. Martínez, S.M. Angelone

      • Resumen

      págs. 275-284

      

    • Development of wear resistant pavements using polymer modified binders

      R.G. Saba, L.J. Bakløkk, J. Aksnes, B.O. Lerfald

      • Resumen

      págs. 285-294

      

    • Permanent deformation evaluation of Idaho Superpave mixes using the gyratory stability

      F. Bayomy, A. Abu Abdo, M.J. Santi

      • Resumen

      págs. 295-303

      

    • Prediction of the dynamic modulus of Superpave mixes

      A. Abu Abdo, F. Bayomy, R. Nielsen, T. Weaver, S.J. Jung, M.J. Santi

      • Resumen

      págs. 305-314

      

    • Laboratory evaluation of warm mix asphalt using Sasobit®

      S.W. Goh, Yu Liu, Z. You

      • Resumen

      págs. 315-320

      

    • Dynamic modulus prediction of asphalt concrete using three tensile tests

      S. Adhikari, Z. You

      • Resumen

      págs. 321-326

      

    • Assessing low temperature properties of asphalt materials by means of static testing techniques

      Michael P. Wistuba, K. Mollenhauer, K. Metzker

      • Resumen

      págs. 327-337

      

    • Ageing of stone mastic asphalt and evaluation of cracking resistance

      S. Büchler, K. Mollenhauer, Michael P. Wistuba, P. Renken

      • Resumen

      págs. 339-348

      

    • Fatigue resistance of hot mix asphalt at low temperatures: is there a way to reduce the test efforts?

      K. Mollenhauer, Michael P. Wistuba

      • Resumen

      págs. 349-358

      

    • Hot mix asphalt produced from marble waste

      C. Gurer, H. Akbulut, A. Yildiz

      • Resumen

      págs. 359-366

      

    • Discrete element analysis of aggregate variability, blending, and fracture in asphalt mixture

      Eyad Masad, E. Mahmoud, S. Nazarian

      • Resumen

      págs. 367-376

      

    • Multidirectional behavior of bituminous mixture

      P. Clec’h, Cédric Sauzéat, Hervé Di Benedetto

      • Resumen

      págs. 377-386

      

    • Design of pavements containing foamed bitumen recycled layers

      M. Losa, R. Bacci, A. Terrosi Axerio, P. Leandri

      • Resumen

      págs. 387-396

      

    • Long-term study on asphalt mixture segregation in Connecticut: preliminary results on use of MTV

      D.J. Nener-Plante, A. Zofka

      • Resumen

      págs. 397-406

      

  • In-situ measurement techniques and developments

    • Development of the UK highways agency traffic speed deflectometer

      B. Ferne, P. Langdale, N. Round, R. Fairclough

      • Resumen

      págs. 409-418

      

    • Implementation of a network-level falling weight deflectometer survey of Virginia’s interstate system

      B. K. Diefenderfer, T. Chowdhury, R.A. Shekharan

      • Resumen

      págs. 419-426

      

    • Application of FBG strain sensors in the measurement of three-directional strains within asphalt pavement

      D. Zejiao, T. Yiqiu, C. Fengchen, L. Hao

      • Resumen

      págs. 427-434

      

    • 3D visualization model of road surface

      X. Li, S. Ma, X. Hou

      • Resumen

      págs. 435-442

      

    • Three years of high speed deflectograph measurements of the Danish state road network

      S. Baltzer

      • Resumen

      págs. 443-450

      

    • A method for benefiting pavement quality assurance measures related to roughness condition surveys

      C. Plati, A. Loizos

      • Resumen

      págs. 451-458

      

    • Structural roadway assessment with frequency response function

      Jean-Michel Simonin, Denis Lièvre, J.C. Dargenton

      • Resumen

      págs. 459-466

      

    • Deflection measurement: the need of a continuous and full view approach

      Jean-Michel Simonin, Louis-Marie Cottineau, Válérie Muzet, C. Heinkele, Y. Guillard

      • Resumen

      págs. 467-476

      

  • Modeling & methods of functional testing

    • Laboratory characterization of half-warm mix asphalts with high recycling rate by means of the factorial experiment design approach

      François Olard, E. Beduneau, D. Bonneau, S. Dupriet, N. Seignez

      • Resumen

      págs. 479-486

      

    • Viability of the use of construction and demolition debris in hot mix asphalt

      Ignacio Pérez Pérez, Mar Toledano Prados, Juan Gallego Medina

      • Resumen

      págs. 487-494

      

    • Thermal stresses of asphalt pavement with temperature-dependent modulus of elasticity

      Y. Zhong, L. Geng

      • Resumen

      págs. 495-501

      

    • Rigid pavement reinforcement: modeling of structural behavior

      P. Domingos, M.L. Antunes, J.M.C. Neves

      • Resumen

      págs. 503-512

      

    • Development and testing of low noise pavements in Norway

      J. Aksnes, R.G. Saba, T. Berge

      • Resumen

      págs. 513-520

      

    • Roughness progression models by regression and artificial neural network techniques

      E. Taddesse, H. Mork

      • Resumen

      págs. 521-530

      

    • Joint modeling for JPCP: successes and pending problems

      E.H. Guo

      • Resumen

      págs. 531-541

      

    • Mechanistic modelling of potential interlayer slip at base sub-base level

      E. Horak, J.W. Maina, S.E. Emery, B. Walker

      • Resumen

      págs. 543-550

      

    • PFC2D simulation research on vibrating compaction test of soil and rock aggregate mixture

      X. Jia, H. Chai, Z. Yan, Y. Zheng

      • Resumen

      págs. 551-560

      

    • Axi-symmetric analyses of vertically inhomogeneous elastic multilayered systems

      J.W. Maina, Y. Ozawa, K. Matsui

      • Resumen

      págs. 561-570

      

    • Models to estimate k subgrade reaction modulus values based on deflection basin parameters

      Carlos Yukio Suzuki, C.R.G. Santos, Marcela S. Ferri, F.M. Lopes, R.T.G. Cruz, A.M. Azevedo

      • Resumen

      págs. 571-579

      

    • Application of gray theory in settlement forecast of rock-fill highway embankment

      X. Wang, W. Qin, M.C. Wang, Z. Wang

      • Resumen

      págs. 581-587

      

    • FEM analysis of the bearing plate deflection tests on rubblized concrete pavement

      Ying Liu, Y. Sheng, L. Wang

      • Resumen

      págs. 589-595

      

    • Data mining applied to compaction of geomaterials

      R. Marques, A. Gomes Correia, P. Cortez

      • Resumen

      págs. 597-605

      

    • Finite element analyses of pavement materials at or near failure: a constant bulk modulus approach

      C. Gonzalez, S. Jersey

      • Resumen

      págs. 607-618

      

    • Use of 3-dimensional discrete element model to examine aggregate layer particle movement due to load wander

      P.R. Donovan, Erol Tutulumluer, H. Huang

      • Resumen

      págs. 619-630

      

  • Backcalculation analyses of deflection measurements

    • Backcalculation of the stiffnesses of cement treated base courses using artificial intelligence

      M. Miradi, A.A.A. Molenaar, M. F. C. van de Ven, S. Molenaar

      • Resumen

      págs. 633-642

      

    • Bearing capacity assessment of recycled asphalt pavements

      V. Papavasiliou, A. Loizos

      • Resumen

      págs. 643-651

      

    • Dynamic analysis of non-destructive tests

      Wouter van Bijsterveld, Rafael L. Alvarez Loranca

      • Resumen

      págs. 653-660

      

    • Automated pavement thickness evaluation for FWD backcalculation

      K.R. Maser, L.A. McGrath, B.C. Miller, Halil Ceylan, G. Sanati

      • Resumen

      págs. 661-667

      

    • Analysis of FWD data and characterization of airfield pavement materials in New Mexico

      M.U. Ahmed, R. Bisht, R.A. Tarefder

      • Resumen

      págs. 669-678

      

    • SOFTSYS for backcalculation of full-depth asphalt pavement layer moduli

      O. Pekcan, Erol Tutulumluer, J. Ghaboussi

      • Resumen

      págs. 679-687

      

    • Deterministic-empirical backcalculation of LWD deflection basins

      R.N. Stubstad, H.C. Korsgaard, K. Olsen, J.P. Pedersen

      • Resumen

      págs. 689-694

      

  • New and/or innovative techniques in compaction & construction

    • Long-term in-situ measurements of concrete culverts with high fills

      J. Vaslestad, G.Y. Yesuf, T.H. Johansen

      • Resumen

      págs. 697-706

      

    • Research and applications of new pavement structure based on large stone porous asphalt mixture

      B. Yufeng, W. Songgen, G. Huber

      • Resumen

      págs. 707-716

      

    • Fiber-reinforced concrete pavement design and material requirements

      Amanda C. Bordelon, Jeffery R. Roesler

      • Resumen

      págs. 717-727

      

    • Using falling weight deflectometer data for new construction interactive design

      C.A. Lenngren

      • Resumen

      págs. 729-738

      

    • Appraisal of density-based field compaction control test validity

      J. Sadrekarimi, S. Seyyedi

      • Resumen

      págs. 739-744

      

    • Continuous compaction control: preliminary data from a Delaware case study

      F.S. Tehrani, C.L. Meehan

      • Resumen

      págs. 745-754

      

    • Geostatistical analysis of roller-integrated continuous compaction control data

      N. Facas, M. Mooney, R. Furrer

      • Resumen

      págs. 755-762