Paper Title

912

Evaluación de la curva característica en trayectoria de secado y su aplicación en el modelo climático integrado de la guía de diseño AASHTO empírico-mecanicista
Natalia Pérez García, Paul Garnica Anguas

817

On the expected changes in the resilient modulus of a compacted soil and their implications for pavement design
Paul Garnica Anguas

718

Field and laboratory procedures for investigating the fouling process within railway track ballast
Brennan Bailey, D. Jean Hutchinson, Duncan Gordon, Greg Siemens, Mario Ruel

711

Effect of loading rate on the properties of lightly stabilized granular materials by using flexural beam testing
D.K. Paul, C.T. Gnanendran

693

Prediction of moisture-density characteristics of compacted fill using mixture theory
Kwame Adu-Gyamfi, L. Sebastian Bryson, Lyndsie Janbakhsh

160

Failure induced pore pressure, experimental results and analysis
T. Länsivaara, V. Lehtonen, J. Mansikkamäki

953

Assessing Geometry of Rock Masses using Static and Mobile LiDAR Scanning
Matthew J. Lato, Rob Harrap, D. Jean Hutchinson, Mark Diederichs, C. Derek Martin

915

Estimación de módulos elásticos en pavimentos usando redes neuronales artificiales
Gloria I. Beltrán C., Miguel P. Romo O.

903

Managing subsurface risk for Toronto-York Spadina Subway extension project
D.L. Walters, A. Mian, S. Palmer, J. Westland, H. Bidhendi

555

Optimal partitioning of data-logged soil profile
Rocky Wang, Roger Skirrow

916

The Principle of Natural Proportionality applied to the creep of compacted recycled asphalt pavement
Eulalio Juárez-Badillo

814

Diagnostico del impacto dinámico o muelleo en cimentaciones de puentes mediante la medición de ondas senoidales
José Martín Gallo Aguilar

748

Assessment of embankment fouling from geotechnical testing of railway ballast samples
Brennan Bailey, D. Jean Hutchinson, Greg Siemens, Mario Ruel

634

Piles installed in soft clays: assessment of bearing capacity predictions using static load tests
Juliana Reinert, Andrea Sell Dyminski, Alessander Christopher Morales Kormann

917

Sudden failure of an embankment resting on a clay soil that behaved as a fluid
J.J. Schmitter, S. Vázquez, R.V. Orozco, L. Reyes

418

The Eglinton Crosstown Light Rail Transit
Robert Ng, Tom Xue, Charles Wheeler, David Campo

359

Temporary tower foundations for the New San Francisco-Oakland Bay Bridge self anchored suspension span
A. Sy, T. Thavaraj, B. Hamersley, M. Reyes, D. Dowdell, S. Tudor

982

Retrofit of a pile-supported bridge in soft clay damaged by failure of adjacent soil stockpile
A. Sy, T. Thavaraj, B. Hamersley, D. Gillespie

1030

Geotechnical design for the William R. Bennett Bridge, Kelowna, British Columbia
Uthaya M. Uthayakumar, Ernest Naesgaard

1053

Comportement irréversible des matériaux granulaires des plateformes ferroviaires soumises aux charges uniformes et répétées
K. Karraz, J. Canou, J.-C. Dupla, G. Bonnet

611

A mechanistic empirical method to predict permanent deformation on tropical soils on pavements
Antonio Carlos Rodrigues Guimarães, Laura Maria Goretti da Motta, Henry Guillermo Córdova Valdiviezo

462

Influence of particle size and particle orientation on the shear strength parameters of unbound slate slag
Seth Knihtila, Adam F. Sevi, Brad Ruderman, John B. Stevens

309

Assessing the integrity of subsurface drainage system using Deflectograph residual life data
Morteza Zohrabi, Seema Karami

390

Simulación del fisuramiento en mezclas asfálticas por el método de elementos discretos
J.M.M. López, C. Romanel, N.N. Valverde, L.M.G. Motta

412

A revisit to the shakedown of pavements under moving surface loads
Jidong Zhao