A full-scale laboratory investigation into railway track substructure performance and ballast reinforcement
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[1] F. Molenkamp,et al. Application of an advanced multi-surface kinematic constitutive soil model , 1999 .
[2] Matthew W. Frost,et al. CYCLIC TRIAXIAL TESTS ON CLAY SUBGRADES FOR ANALYTICAL PAVEMENT DESIGN , 2004 .
[3] Michael A. Mooney,et al. Analysis of Lightweight Deflectometer Test Based on In Situ Stress and Strain Response , 2009 .
[4] M. Khamehchiyan,et al. Application of the Dynamic Cone Penetrometer (DCP) for determination of the engineering parameters of sandy soils , 2008 .
[5] Amir Kavussi,et al. Evaluation of PFWD as potential quality control tool of pavement layers , 2010 .
[6] S Marich,et al. Ballast Characteristics in the Laboratory , 1987 .
[7] Daniela Ionescu,et al. Evaluation of the engineering behaviour of railway ballast. , 2004 .
[8] Braja M. Das,et al. Geogrid-reinforced railroad bed settlement due to cyclic load , 2002 .
[9] Ernest T. Selig,et al. Track Geotechnology and Substructure Management , 1995 .
[10] P. F. Teixeira,et al. High speed and track deterioration: The role of vertical stiffness of the track , 2004 .
[11] Soheil Nazarian,et al. Correlation of Resilient and Seismic Modulus Test Results , 2007 .
[12] Joseph E. Bowles,et al. Engineering Properties of Soils and Their Measurement , 1978 .
[13] G. Raymond. Reinforced ballast behaviour subjected to repeated load , 2002 .
[14] Sujit Kumar Dash,et al. Model studies of a circular footing supported on geocell-reinforced clay , 2005 .
[15] Q. L. Robnett,et al. Resilient Properties of Subgrade Soils , 1973 .
[16] Dayakar Penumadu,et al. Effect of Microfabric on Shear Behavior of Kaolin Clay , 2007 .
[17] S. Brown,et al. Repeated load triaxial testing of a silty clay , 1975 .
[18] Dingqing Li,et al. Resilient modulus for fine-grained subgrade soils , 1994 .
[19] Alexander M. Puzrin,et al. Effects of ageing on small-strain stiffness of overconsolidated clays , 2004 .
[20] R. Frohling. Deterioration of railway track due to dynamic vehicle loading and spatially varying track stiffness , 1997 .
[21] Han Lin,et al. Experimental Investigation on Principal Stress Rotation in Kaolin Clay , 2005 .
[22] J. T. Shahu,et al. Parametric study of resilient response of tracks with a sub-ballast layer , 1999 .
[23] Tore Dahlberg,et al. Some railroad settlement models—A critical review , 2001 .
[24] Andy Collop,et al. Quantifying the relative strengths of railway ballasts , 2005 .
[25] Justin Kennedy,et al. Application of geocell reinforcement in stabilising railway track substructures , 2008 .
[26] B. V. Brodrick,et al. The Nottingham railway test facility, UK , 2007 .
[27] Murad Y. Abu-Farsakh,et al. Laboratory Evaluation of the Geogauge and Light Falling Weight Deflectometer as Construction Control Tools , 2005 .
[28] Andreas Lundqvist,et al. Load impact on railway track due to unsupported sleepers , 2005 .
[29] David Chapman,et al. Investigation of railway track subgrade. I: In-situ assessment , 2003 .
[30] C L Monismith,et al. EFFECTS OF REPEATED LOADING ON THE STRENGTH AND DEFORMATION OF COMPACTED CLAY , 1955 .
[31] Christoph Adam,et al. Computational validation of static and dynamic plate load testing , 2009 .
[32] B. Indraratna,et al. Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading , 2007 .
[33] Senanie Sujeewa. Radampola. Evaluation and modelling performance of capping layer in rail track substructure , 2006 .
[34] Peter Keith Woodward,et al. Geocomposite technology: reducing railway maintenance , 2007 .
[35] Pauli Kolisoja,et al. Deformation behaviour of railway embankment materials under repeated loading , 2006 .
[36] Peter Keith Woodward,et al. Advanced non-linear dynamic finite element modelling of railway track behaviour , 2005 .
[37] Simon Iwnicki,et al. TRACK SETTLEMENT PREDICTION USING COMPUTER SIMULATION TOOLS , 1999 .
[38] Javad Sadeghi,et al. Influences of Track Structure, Geometry and Traffic Parameters on Railway Deterioration , 2007 .
[39] R Paul. A REVIEW OF THE LIGHTWEIGHT DEFLECTOMETER (LWD) FOR ROUTINE INSITU ASSESSMENT OF PAVEMENT MATERIAL STIFFNESS , 2007 .
[40] W. L. Lim,et al. Mechanics of railway ballast behaviour , 2004 .
[41] M Srinivasan,et al. MODERN PERMANENT WAY , 1969 .
[42] Harianto Rahardjo,et al. Shear Strength and Pore-Water Pressure Characteristics during Constant Water Content Triaxial Tests , 2006 .
[43] F. L. Beringen,et al. Pile foundations for large North Sea structures , 1979 .
[44] Buddhima Indraratna,et al. A laboratory study on improvement of railway ballast and formation using geosynthetics , 2004 .
[45] Stephen P. Timoshenko,et al. Stresses in Railroad Track , 1932, Journal of Fluids Engineering.
[46] C R Freeme,et al. PERMANENT DEFORMATION CHARACTERISTICS OF SUBGRADE SOILS DUE TO REPEATED LOADING , 1975 .
[47] Thomas D. O'Rourke,et al. LOAD FACTOR METHOD FOR DYNAMIC TRACK LOADINGS , 1988 .
[48] Nick Thom,et al. Identifying the key parameters that influence geogrid reinforcement of railway ballast , 2007 .
[49] Arnold D. Kerr. On the determination of the rail support modulus k , 2000 .
[50] J. T. Shahu,et al. A RATIONAL METHOD FOR DESIGN OF RAILROAD TRACK FOUNDATION , 2000 .
[51] Rw Sparrow,et al. DESIGN OF CONVENTIONAL RAIL TRACK FOUNDATIONS. , 1972 .
[52] Michael Burrow,et al. Deflectometer-based analysis of ballasted railway tracks , 2007 .
[53] Ernest T. Selig,et al. Method for Railroad Track Foundation Design. II: Applications , 1998 .
[54] M. Shenton. Ballast deformation and track deterioration , 1985 .
[55] Chong Ket PenK. An assessment of the available methods of analysis for estimating the elastic moduli of road pavements , 1990 .
[56] Robert L. Lytton,et al. DYNAMIC ANALYSIS USING THE PORTABLE PAVEMENT DYNAMIC CONE PENETROMETER , 1988 .
[57] Dingqing Li,et al. Cumulative plastic deformation for fine-grained subgrade soils , 1996 .
[58] Sujit Kumar Dash,et al. Model studies on circular footing supported on geocell reinforced sand underlain by soft clay , 2003 .
[59] Kevin Gaspard,et al. Prediction of Resilient Modulus of Cohesive Subgrade Soils from Dynamic Cone Penetrometer Test Parameters , 2007 .
[60] Eric Berggren,et al. Railway Track Stiffness Dynamic Measurements and Evaluation for Efficient Maintenance , 2009 .
[61] M J Shenton. DEFORMATION OF RAILWAY BALLAST UNDER REPEATED LOADING CONDITIONS , 1975 .
[62] Minna Karstunen,et al. Effect of anisotropy and destructuration on the behavior of Murro test embankment , 2005 .
[63] S M Chrismer,et al. IN-TRACK PERFORMANCE OF GEOTEXTILES AT CALDWELL, TEXAS , 1986 .
[64] Buddhima Indraratna,et al. Geotechnical properties of ballast and the role of geosynthetics in rail track stabilisation , 2006 .
[65] Ernest T. Selig,et al. Static and Cyclic Triaxial Testing of Ballast and Subballast , 2005 .
[66] Bhanitiz Aursudkij,et al. A Laboratory Study of Railway Ballast Behaviour: Under Traffic Loading and Tamping Maintenance , 2009 .
[67] Matthew W. Frost,et al. A comparison of devices for measuring stiffness in situ. , 2000 .
[68] J. Powell,et al. Development of a Mechanistic Model for the Determination of Track Modulus , 2001 .
[69] W. Virgil Ping,et al. Field and Laboratory Determination of Granular Subgrade Moduli , 2002 .
[70] C. Esveld. Modern railway track , 1989 .
[71] Meysam Banimahd,et al. Advanced finite element modelling of coupled train-track systems : a geotechnical perspective , 2008 .
[72] William Powrie,et al. Measurements of transient ground movements below a ballasted railway line , 2010 .
[73] E. T. Selig,et al. Fundamental Nonlinear Track Load-Deflection Behavior for Condition Evaluation , 2001 .
[74] Moshe Livneh,et al. Uncertainty Associated with Pre-Defined Correlative Expressions of Various In-Situ Test Outputs , 2007 .
[75] William Powrie,et al. Determination of Dynamic Track Modulus from Measurement of Track Velocity during Train Passage , 2009 .
[76] Mustaque Hossain,et al. Use of Falling Weight Deflectometer and Dynamic Cone Penetrometer in Pavement Evaluation , 1999 .
[77] Dingqing Li,et al. METHOD FOR RAILROAD TRACK FOUNDATION DESIGN. I: DEVELOPMENT , 1998 .
[78] David Chapman,et al. Investigation of railway track subgrade. Part 2: Case study , 2006 .
[79] Gurmel S. Ghataora,et al. Use of cyclic penetration test to estimate the stiffness of railway subgrade , 2002 .
[80] K. H. Head,et al. Manual of soil laboratory testing , 1980 .
[81] Sato Yoshihiko,et al. Japanese Studies on Deterioration of Ballasted Track , 1995 .
[82] Minna Karstunen,et al. Plastic anisotropy of soft reconstituted clays , 2008 .
[83] Peter Fair. The geotechnical behaviour of ballast materials for railway track maintenance , 2004 .
[84] Murad Y. Abu-Farsakh,et al. ASSESSMENT OF IN-SITU TEST TECHNOLOGY FOR CONSTRUCTION CONTROL OF BASE COURSES AND EMBANKMENTS , 2004 .