Discrete element modeling of railroad ballast using imaging based aggregate morphology characterization

[1]  G Samavedam,et al.  ANALYSIS OF TRACK SHIFT UNDER HIGH-SPEED VEHICLE-TRACK INTERACTION. SAFETY OF HIGH-SPEED GROUND TRANSPORTATION SYSTEMS , 1997 .

[2]  Eldon J Yoder,et al.  Effects of Repeated Loading on Gravel and Crushed Stone Base Course Materials Used in the AASHO Road Test , 1963 .

[3]  Barry E. Scheetz,et al.  Processing of Optimized Cements and Concretes Via Particle Packing , 1993 .

[4]  E. I. Andrianov,et al.  Measurement of the tensile strength of pulverized and powdered materials , 1988 .

[5]  Klaus Knothe,et al.  Modelling of Railway Track and Vehicle/Track Interaction at High Frequencies , 1993 .

[6]  Prithvi S. Kandhal,et al.  Hot Mix Asphalt Materials, Mixture Design and Construction , 1996 .

[7]  Joe W Button,et al.  INFLUENCE OF COARSE AGGREGATE SHAPE AND SURFACE TEXTURE ON RUTTING OF HOT MIX ASPHALT CONCRETE. INTERIM REPORT , 1994 .

[8]  Yang H. Huang.  KENTRACK, A COMPUTER PROGRAM FOR HOT-MIX ASPHALT AND CONVENTIONAL BALLAST RAILWAY TRACKBEDS , 1984 .

[9]  William Robert Vavrik.  Asphalt Mixture Design Concepts to Develop Aggregate Interlock , 2000 .

[10]  J. Powell,et al.  Development of a Mechanistic Model for the Determination of Track Modulus , 2001 .

[11]  Dingqing Li,et al.  Transition of Railroad Bridge Approaches , 2005 .

[12]  P. A. Cundall,et al.  NUMERICAL MODELLING OF DISCONTINUA , 1992 .

[13]  Steven J. Luzik,et al.  Coal Dust Explosions in the Cement Industry , 1987 .

[14]  M Corn,et al.  Physical and chemical properties of respirable coal dust from two United States mines. , 1973, American Industrial Hygiene Association journal.

[15]  E Y Huang,et al.  EFFECT OF GEOMETRIC CHARACTERISTICS OF COURSE AGGREGATES ON STRENGTH OF SOIL-AGGREGATE MIXTURES , 1965 .

[16]  Erol Tutumluer,et al.  Contact stiffness affecting discrete element modelling of unbound aggregate granular assemblies , 2008 .

[17]  Thomas Harman,et al.  Quantifying Laboratory Compaction Effects on the Internal Structure of Asphalt Concrete , 1999 .

[18]  Gerald P Raymond,et al.  The effect of geogrid reinforcement on unbound aggregates , 2003 .

[19]  Aeo,et al.  Annual Energy Outlook 2008: With Projections to 2030 , 2008 .

[20]  P. A. Cundall,et al.  FORMULATION OF A THREE-DIMENSIONAL DISTINCT ELEMENT MODEL - PART I. A SCHEME TO DETECT AND REPRESENT CONTACTS IN A SYSTEM COMPOSED OF MANY POLYHEDRAL BLOCKS , 1988 .

[21]  R M Koerner.  THE BEHAVIOR OF COHESIONLESS SOILS FORMED FROM VARIOUS MINERALS , 1968 .

[22]  Louis Jezequel.  Response of Periodic Systems to a Moving Load , 1981 .

[23]  S. F. Brown,et al.  SIGNIFICANCE OF CYCLIC CONFINING STRESS IN REPEATED-LOAD TRIAXIAL TESTING OF GRANULAR MATERIAL , 1975 .

[24]  Andy Collop,et al.  Use of the Distinct Element Method to Model the Deformation Behavior of an Idealized Asphalt Mixture , 2004 .

[25]  남영국,et al.  Influence of Aggregate Shape on Base Behavior , 1995 .

[26]  Joseph Anochie-Boateng,et al.  Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials , 2006 .

[27]  P. Bowen,et al.  Changes in portlandite morphology with solvent composition: Atomistic simulations and experiment , 2011 .

[28]  R. D. Barksdale.  The Aggregate Handbook , 1991 .

[29]  Ernest T. Selig,et al.  FAILURE CRITERIA AND LATERAL STRESSES IN TRACK FOUNDATIONS , 1985 .

[30]  C R Freeme,et al.  PERMANENT DEFORMATION CHARACTERISTICS OF SUBGRADE SOILS DUE TO REPEATED LOADING , 1975 .

[31]  G. M.,et al.  A Treatise on the Mathematical Theory of Elasticity , 1906, Nature.

[32]  Zhong Qi Yue,et al.  APPLICATION OF DIGITAL IMAGE PROCESSING TO QUANTITATIVE STUDY OF ASPHALT CONCRETE MICROSTRUCTURE , 1995 .

[33]  J. J. Kalker.  Discretely Supported Rails Subjected to Transient Loads , 1996 .

[34]  A D Kerr.  THE LATERAL BUCKLING OF RAILROAD TRACKS DUE TO CONSTRAINED THERMAL EXPANSIONS , 1975 .

[35]  E Y Huang.  A TEST FOR EVALUATING THE GEOMETRIC CHARACTERISTICS OF COARSE AGGREGATE PARTICLES , 1962 .

[36]  V P Puzinauskas.  INFLUENCE OF MINERAL AGGREGATE STRUCTURE ON PROPERTIES OF ASPHALT PAVING MIXTURES , 1964 .

[37]  M. J. Sapko,et al.  Coal dust particle size survey of US mines , 2007 .

[38]  Manuel O. Bejarano.  Subgrade Soil Evaluation for the Design of Airport Flexible Pavements , 1999 .

[39]  E D'Appolonia,et al.  Effect of Particle Shape on the Engineering Properties of Granular Soils , 1973 .

[40]  Erol Tutumluer,et al.  Field Validation of Airport Pavement Granular Layer Rutting Predictions , 2006 .

[41]  Andrew Kish,et al.  DYNAMIC BUCKLING TEST ANALYSES OF A HIGH DEGREE CWR TRACK. FINAL REPORT , 1991 .

[42]  Mohamad Rashad N. Elmitiny.  Material characterization for studying flexible pavement behavior in fatigue and permanent deformation , 1980 .

[43]  J. Barber,et al.  The solution of elasticity problems for the half-space by the method of Green and Collins , 1983 .

[44]  Erol Tutumluer.  Predicting behavior of flexible pavements with granular bases , 1995 .

[45]  R. D. Barksdale,et al.  COMPRESSIVE STRESS PULSE TIMES IN FLEXIBLE PAVEMENTS FOR USE IN DYNAMIC TESTING , 1971 .

[46]  Joseph Anochie-Boateng,et al.  Aggregate Morphology Affecting Resilient Behavior of Unbound Granular Materials , 2006 .

[47]  S L Grassie,et al.  The Dynamic Response of Railway Track With Flexible Sleepers to High Frequency Vertical Excitation , 1984 .

[48]  T Sedran,et al.  Optimization of ultra-high-performance concrete by the use of a packing model , 1994 .

[49]  David A. Hills,et al.  Mechanics of elastic contacts , 1993 .

[50]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[51]  Hong-wei Huang,et al.  Laboratory Characterization of Fouled Railroad Ballast Behavior , 2009 .

[52]  Andrew Dawson,et al.  Permanent Deformation Behavior of Granular Materials and the Shakedown Concept , 2001 .

[53]  K. Johnson,et al.  Three-Dimensional Elastic Bodies in Rolling Contact , 1990 .

[54]  Jamshid Ghaboussi,et al.  Three-dimensional discrete element method for granular materials , 1990 .

[55]  G. Raymond.  Reinforced ballast behaviour subjected to repeated load , 2002 .

[56]  Xiangdong Han,et al.  Evaluation of ballast materials based on ballast particle characteristics and functions , 1998 .

[57]  Po-Han Chen,et al.  Optical Imaging Method for Bridge Painting Maintenance and Inspection , 2000 .

[58]  Safwan A. Khedr.  DEFORMATION CHARACTERISTICS OF GRANULAR BASE COURSE IN FLEXIBLE PAVEMENTS , 1985 .

[59]  G. S. Rice,et al.  Coal-dust explosibility factors indicated by experimental mine investigations, 1911--1929 , 1929 .

[60]  Eugene Y Huang,et al.  Effect of Geometric Characteristics of Coarse Aggregates on Compaction Characteristics of Soil-Aggregate Mixtures , 1963 .

[61]  Dawei Zhao,et al.  Simulation of front end loader bucket–soil interaction using discrete element method , 2007 .

[62]  Hussain U Bahia,et al.  Distribution of Strains Within Hot-Mix Asphalt Binders: Applying Imaging and Finite-Element Techniques , 2000 .

[63]  R D Barksdale,et al.  EVALUATION OF THE EFFECTS OF AGGREGATE ON RUTTING AND FATIGUE OF ASPHALT. FINAL REPORT , 1992 .

[64]  Robert L. Lytton,et al.  Prediction of Permanent Deformation in Flexible Pavement Materials , 1989 .

[65]  J. M. Shilstone,et al.  High Performance Concrete Mixtures for Durability , 1993 .

[66]  Jin Kim,et al.  Respirable Coal Dust Control Using Surfactants , 1997 .

[67]  Ernest T. Selig,et al.  Track Geotechnology and Substructure Management , 1995 .

[68]  J. C. Santamarina,et al.  Soil behaviour: The role of particle shape , 2004 .

[69]  R. J. Marsal,et al.  MECHANICAL PROPERTIES OF ROCKFILL , 1973 .

[70]  Youssef M A Hashash,et al.  Shortest link method for contact detection in discrete element method , 2006 .

[71]  P. Cundall.  A computer model for simulating progressive, large-scale movements in blocky rock systems , 1971 .

[72]  Ricardo E. Barbosa-Carrillo.  Discrete element models for granular materials and rock masses , 1990 .

[73]  Erol Tutumluer,et al.  Quantification of Coarse Aggregate Angularity Based on Image Analysis , 2002 .

[74]  C. Esveld.  Modern railway track , 1989 .

[75]  M. K. Chang,et al.  INFLUENCE OF COARSE AGGREGATE SHAPE ON THE STRENGTH OF ASPHALT CONCRETE MIXTURES , 2005 .

[76]  Peter E. Sebaaly,et al.  Precision of ASTM D 5821 standard test method for determining the percentage of fractured particles in coarse aggregate , 2000 .

[77]  W H Campen,et al.  EFFECT OF AGGREGATE SHAPE ON STABILITY OF BITUMINOUS MIXES /WITH DISCUSSION/ , 1954 .

[78]  G Samavedam,et al.  WOOD TIE TRACK RESISTANCE CHARACTERIZATION AND CORRELATIONS STUDY , 1995 .

[79]  J. Barbera,et al.  Contact mechanics , 1999 .

[80]  Edward J. Garboczi,et al.  Digital-Image-Based Computer Modeling and Visualization of Cement-Based Materials , 1996 .

[81]  Verein Deutscher Ingenieure,et al.  Zeitschrift des Vereins Deutscher Ingenieure , 1857 .

[82]  E. T. Selig.  Tensile zone effects on performance of layered systems , 1987 .

[83]  Youssef M A Hashash,et al.  Three‐dimensional discrete element simulation for granular materials , 2006 .

[84]  W. D. Kovacs,et al.  An Introduction to Geotechnical Engineering , 1981 .

[85]  T. Ng.  Input Parameters of Discrete Element Methods , 2006 .

[86]  Per Goltermann,et al.  Packing of aggregates : An alternative tool to determine the optimal aggregate mix , 1997 .

[87]  Ernest T. Selig,et al.  GEOTRACK MODEL FOR RAILROAD TRACK PERFORMANCE , 1980 .

[88]  J. T. Jenkins,et al.  DYNAMIC SHEAR MODULUS AND FABRIC: PART II, STRESS REVERSAL , 1988 .

[89]  Buddhima Indraratna,et al.  Mechanics of Ballasted Rail Tracks: A Geotechnical Perspective , 2005 .

[90]  T. Gaalaas.  Update on PRB coal transportation: still a hot issue , 2006 .

[91]  David Davis,et al.  Bridge Approaches and Track Stiffness , 2008 .

[92]  A. A. Van Niekerk.  Mechanical Behavior and Performance of Granular Bases and Sub-Bases in Pavements , 2002 .

[93]  Vishnu Diyaljee,et al.  RAILROAD BALLAST LOAD RANKING CLASSIFICATION , 1979 .

[94]  J G Rose,et al.  KENTRACK: A STRUCTURAL ANALYSIS PROGRAM FOR HEAVY AXLE LOAD RAILWAY TRACKBED DESIGNS , 2003 .

[95]  R. Cheradame.  Coal Dust Explosions. , 1949 .

[96]  Jan Drewes Achenbach,et al.  Moving load on a flexibly supported Timoshenko beam , 1965 .

[97]  Marshall R Thompson,et al.  RUTTING RATE ANALYSES OF THE AASHO ROAD TEST FLEXIBLE PAVEMENTS , 1993 .

[98]  Gerald Patrick Raymond.  Track and support rehabilitation for a mine company railroad , 2000 .

[99]  J. D. Wilson,et al.  AUTOMATED MEASUREMENT OF AGGREGATE INDICES OF SHAPE , 1997 .

[100]  Eyad Masad,et al.  Internal Structure Characterization of Asphalt Concrete Using Image Analysis , 1999 .

[101]  Erol Tutumluer,et al.  Effect of Coarse Aggregate Morphology on the Resilient Modulus of Hot-Mix Asphalt , 2005 .

[102]  Fred J Benson.  EFFECTS OF AGGREGATE SIZE, SHAPE, AND SURFACE TEXTURES ON THE PROPERTIES OF BITUMINOUS MIXTURES - A LITERATURE SURVEY , 1970 .

[103]  Buddhima Indraratna,et al.  Ballast characteristics and the effect of geosynthetics on Rril track deformation , 2004 .

[104]  R W Freedman,et al.  RECENT ADVANCES IN THE ANALYSIS OF RESPIRABLE COAL DUST FOR FREE SILICA, TRACE ELEMENTS, AND ORGANIC CONSTITUENTS , 1972, Annals of the New York Academy of Sciences.

[105]  Michael B. Morrison.  Transportation of US western coal: The impact of deregulation on unit train rates☆ , 1985 .

[106]  Sanford E. Thompson,et al.  THE LAWS OF PROPORTIONING CONCRETE , 1907 .

[107]  Bouzid Choubane,et al.  Coarse Aggregate Effects on Elastic Moduli of Concrete , 1996 .

[108]  E. Masad,et al.  Correlation of Fine Aggregate Imaging Shape Indices with Asphalt Mixture Performance , 2001 .

[109]  S. Brown,et al.  THE EFFECT OF GRADING AND DENSITY ON THE MECHANICAL PROPERTIES OF A CRUSHED DOLOMITIC LIMESTONE --14TH ARRB CONFERENCE, 28 AUGUST - 2 SEPTEMBER, 1988, CANBERRA, ACT, AUSTRALIA; PROC. PARTS 1 - 8 , 1988 .

[110]  P. A. Cundall,et al.  A Computer Model for Simulating Progressive , 1971 .

[111]  Erol Tutumluer,et al.  Test Methods for Characterizing Aggregate Shape, Texture, and Angularity , 2005 .

[112]  Joseph A. Stefanski,et al.  Coarse Aggregate Shape and Size Properties Using a New Image Analyzer , 2001 .

[113]  D. J. Barnes,et al.  Computer simulated deformation of compact granular assemblies , 1986 .

[114]  H B Seed,et al.  Effect of Shape, Size, and Surface Roughness of Aggregate Particles on the Strength of Granular Materials , 1957 .

[115]  R D Barksdale,et al.  LABORATORY EVALUATION OF RUTTING IN BASE COURSE MATERIALS , 1972 .

[116]  Y. Hashash,et al.  Aggregate Shape Effects on Ballast Tamping and Railroad Track Lateral Stability , 2006 .

[117]  Johan Oscarsson,et al.  DYNAMIC TRAIN/TRACK INTERACTION INCLUDING STATE-DEPENDENT TRACK PROPERTIES AND FLEXIBLE VEHICLE COMPONENTS , 1999 .

[118]  Gerald Patrick Raymond.  Design for Railroad Ballast and Subgrade Support , 1978 .

[119]  A. Dawson,et al.  Effects of Particle and Mix Characteristics on Performance of Some Granular Materials , 2002 .

[120]  J K Cable,et al.  PROCEEDINGS FOR THE AUTOMATED PAVEMENT DISTRESS DATA COLLECTION EQUIPMENT SEMINAR, AMES, IOWA, JUNE 12-15, 1990 , 1990 .

[121]  P. A. Cundall,et al.  9 – Numerical Modeling of Discontinua , 1993 .

[122]  Ali Hassanpour,et al.  Influence of contact stiffnesses on the micromechanical characteristics of dense particulate systems subjected to shearing , 2006 .

[123]  Erol Tutumluer,et al.  Discrete Element Modeling of Railroad Ballast Settlement , 2007 .

[124]  C L Monismith.  INFLUENCE OF SHAPE, SIZE, AND SURFACE TEXTURE ON THE STIFFNESS AND FATIGUE RESPONSE OF ASPHALT MIXTURES , 1970 .