Design and Construction of Pavement and Rail Track: Geotechnical Aspects and Processed Materials
Design and Construction of Pavements and Rail Tracks - Geotechnical Aspects and Processed Materials is a compilation of selected contributions produced between 2002 and 2005 by the International Committee TC3 - Geotechnics of Pavements of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), a committee dedicated to gathering current knowledge of geotechnical aspects relating to pavements and rail tracks. The volume presents advanced procedures for laboratory and...
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Design and Construction of Pavements and Rail Tracks - Geotechnical Aspects and Processed Materials is a compilation of selected contributions produced between 2002 and 2005 by the International Committee TC3 - Geotechnics of Pavements of the International Society of Soil Mechanics and Geotechnical Engineering (ISSMGE), a committee dedicated to gathering current knowledge of geotechnical aspects relating to pavements and rail tracks. The volume presents advanced procedures for laboratory and field materials characterization, including processed materials (non-conventional road construction materials), novel tests for field stiffness evaluation, a pre-standard for roller integrated continuous compaction control and new theories for evaluation of the long term performance of materials, including environmental aspects. These contributions represent the latest developments relating to the design, construction and long term performance of pavements, rail tracks and earth structures, with emphasis on the geotechnical and environmental background.
Preface viiStrengthening and Reinforcement of Pavements 1Reinforcement of Pavements with Steel Meshes and Geosynthetics H.G. Rathmayer 3Geotechnical Aspects Related to Foundation Layers of Pavements and Rail Tracks 15Improved Performance of Ballasted Tracks A.M. Kaynia D. Clouteau 17Frost Design Method for Roadways and Railways - State of the Art in France C. Mauduit J. Livet J-M. Piau 31Influence of Impact Load on Base Course and Sub-grade by Circulation Y. Shioi T. Sakai 45Development and Performance Evaluation of Multi-ring Shear Apparatus T. Ishikawa S. Miura E. Sekine 53Development of Rut Depth Prediction Model Considering Deformation of Asphalt Layer and Subgrade T. Kanai S. Higashi K. Matsui K. Himeno 65Effects of Continuous Principal Stress Axis Rotation on the Deformation Characteristics of Sand Under Traffic Loads Y. Momoya K. Watanabe E. Sekine M. Tateyama M. Shinoda F. Tatsuoka 77The Effects of Shear Stress Reversal on the Accumulation of Plastic Strain in Granular Materials under Cyclic Loading S.F. Brown 89Earth Structures in Pavement and Railway Construction - Promoting the Use of Processed Materials and Continuous Compaction Control 109Roller-integrated Continuous Compaction Control (CCC) Technical Contractual Provisions & Recommendations D. Adam 111Crushed Concrete Aggregate as a Backfill Material for Civil Engineering Soil Structures F. Tatsuoka Y. Tomita L. Lovati U. Aqil 139Evaluation of Resilient Modulus and Environmental Suitability of Two Granular Recycled Materials T.B. Edil 159Current State of the Use of Recycled Materials in Geotechnical Works in Portugal E. Fortunato F. Pardo de Santayana 171Utilization of Processed Material in Pavement Surface and Base-course in Japan N. Yoshida 187Geotechnical Characteristics of Crushed Concrete for Mechanical Stabilization E. Sekine Y. Momoya 201Author Index 211
