1 |
Kaewunruen, S., Sussman, J.M. and Matsumoto, A. (2016), "Grand challenges in transportation and transit systems", Front. Built Environ., 2:4. doi: 10.3389/fbuil.2016.00004
DOI
|
2 |
Kimani, S.K. and Kaewunruen, S. (2017), "Free vibrations of pre-cast modular steel-concrete composites railway track slabs", Steel Compos. Struct., in press.
|
3 |
Kumara, J.J. and Hayano, K. (2016), "Importance of particle shape on stress-strain behaviour of crushed stonesand mixtures", Geomech. Eng., 10(4), 455-470.
DOI
|
4 |
Abdelkrim, M., Bonnet, G. and de Buhan, P. (2003), "A computational procedure for predicting the long term residual settlement of a platform induced by replaced traffic loading", Comput. Geotech., 30(6), 463-476.
DOI
|
5 |
Aikawa, A. (2017), "Impact-loading-test regarding ballast subsidence countermeasurs using high-damping under sleeper pads and high-strength artificial ballast cubes", Proceedings of the 14th International conference & Exhibition of Railway Engineering, Edinburgh, UK.
|
6 |
Alva-Hurtado, J.E. and Selig, E.T. (1981), "Permanent strain behavior of railroad ballast", Proceeding of the International Conference on Soil Mechanics and Foundation Engineering, 1, 543-546.
|
7 |
Barr, A.H. (1981), "Superquadrics and Angle-Preserving Transformations", IEEE Comput. Graph. Appl., 1(1), 11-23.
DOI
|
8 |
Chazallon, C., Koval, G. and Mouhoubi, S. (2012), "A two-mechanism elastoplastic model for shakedown of unbound granular materials and DEM simulations", Int. J. Numer. Anal. Method. Geomech., 36(17), 1847-1868.
DOI
|
9 |
Chen, C., McDowell, G.R. and Thom, N.H. (2014) "Investigating geogrid-reinforced ballast: experimental pull-out tests and discrete element modeling", Soils Found, 54(1), 1-11.
DOI
|
10 |
Lane, J.E., Metzger, P.T. and Wilkinson, R.A. (2010), A Review of Discrete Element Method (DEM) Particle Shapes and Size Distributions for Lunar Soil, National Aeronautics and Space Administration, Cleveland, Ohio, USA.
|
11 |
Lim, W. L. (2004), "Mechanics of railway ballast behaviour", Ph.D. Dissertation, University of Nottingham, UK.
|
12 |
Lim, W.L., McDowell, G.R. and Collop, A.C. (2004), "The application of Weibull statistics to the strength of railway ballast", Granular Matter, 6, 229-237.
|
13 |
Lim, W. and McDowell, G. (2005), "Discrete element modelling of railway ballast", Granular Matter, 7, 19-29.
DOI
|
14 |
Lobo-Guerrero, S., Vallejo, L.E. and Vesga, L.F. (2006), "Visualization of Crushing Evolution in Granular Materials under Compression Using DEM", Int. J. Geomech., 6(3), 195-200
DOI
|
15 |
Lobo-Guerrero, S. and Vallejo, L.E. (2006), "Discrete element method analysis of railtrack ballast degradation during cyclic loading", Granular Matter, 8(3-4), 195-204.
DOI
|
16 |
Mahmouda, E., Papagiannakisb, A.T. and Renteriaa, D. (2016), "Discrete element analysis of railway ballast under cycling loading", Procedia Eng., 143, 1068-1076.
DOI
|
17 |
Marsal, R.J. (1973), "Mechanical properties of rockfill", John Wiley & Sons, New York, USA
|
18 |
Chung, Y.C. and Ooi, J.Y. (2008), "A study of influence of gravity on bulk behaviour of particulate solid", Particuology, 6, 467-474.
DOI
|
19 |
Cundall, P.A. (1971), "A Computer Model for Simulating Progressive, Large Scale Movements in Blocky Rock Systems", International Symposium on Rock Fracture, I.S.R.M., Nancy, France.
|
20 |
Cundall, P.A. and Strack, O.D.L. (1979), "A discrete numerical model for granular assemblies", Geotechnique, 29(1), 47-65.
DOI
|
21 |
Smilauer, V., Catalano, E., Chareyre, B., Dorofenko, S., Duriez, J., Gladky, Kozicki, J., Modenese, C., Scholtes, L., Sibille, L., Stransky, J. and Thoeni, K. (2010), Yade Documentation (1st Ed.), The Yade Project. http://yade-dem.org/doc/.
|
22 |
Suiker, A.S.J. and Borst, R. (2003), "A numerical model for the cyclic deterioration of railway tracks", Int. J. Numer. Meth. Eng., 57(4), 441-470.
DOI
|
23 |
Standards Australia (1996), Aggregates and rock for engineering purposes. Standards Association of Australia; Australia.
|
24 |
Thakur, P.K., Indraratna, B. and Vinod, J.S. (2009), "DEM simulation of effect of confining pressure on ballast behaviour", Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering.
|
25 |
Thakur, P.K., Vinod, J.S. and Indraratna, B. (2010), "Effect of particle breakage on cyclic densification of ballast: a DEM approach", Proceedings of the 9th World Congress on Computational Mechanics and 4th Asian Pacific Congress on Computational Mechanics, 19-23 Jul, 2010, Sydney, Australia, IOP Conference Series: Materials Science and Engineering, 10(1), 1-7.
|
26 |
Tutumluer, E. (1995), "Prediction Behavior of Flexible Pavements with Granular Bases", Ph.D. Dissertation, Georgia Institute of Technology, Atlanta, USA.
|
27 |
Tutumluer, E., Huang H., Hashash, Y.M.A. and Ghaboussi, J. (2006), "Aggregate Shape Effects on Ballast Tamping and Railroad Track Lateral Stability", Proceedings of the AREMA Conference, Louisville, KY, USA.
|
28 |
Tutumluer, E., Huang, H., Hashash, Y.M.A. and Ghaboussi, J. (2007), "Discrete element modeling of railroad ballast settlement", Proceedings of the AREMA Conference, Chicago, IL, USA
|
29 |
Tutumluer, E., Huang, H., Hashash, Y.M.A. and Ghaboussi, J. (2008), "Contact stiffness affecting discrete element modeling of unbound aggregate granular assemblies", Proceedings of the 7th UNBAR Conference, Nottingham, UK.
|
30 |
Cundall, P.A. (1988), "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", Int. J. Rock Mech., Min. Sci. Geomech. Abstr., 25(3), 107-116.
|
31 |
Cundall, P.A. and Hart, R.D. (1992), "Numerical modeling of discontinua", Engr. Comp., 9(2), 101-103.
DOI
|
32 |
Di Renzo, A. and Di Maio, F. P. (2005), "An improved integral non-linear model for the contact of particles in distinct element simulations", Chem. Eng. Sci., 60(5), 1303-1312.
DOI
|
33 |
Elias, J. (2013), "DEM simulation of railway ballast using polyhedral elemental shapes", Proceedings of the 2nd international conference on particle-based methods - fundamentals and applications, Stuttgart, Germany.
|
34 |
Esveld, C., (2001), Modern Railway Track, second ed., MRT-Productions, Netherlands.
|
35 |
Ferellec J.F. and McDowell, G.R. (2010) "A method to model realistic particle shape and inertia in DEM", Granul Matter, 12(5), 459-467.
DOI
|
36 |
Gallego, I., Munoz, J., Rivas, A. and Sanchez-Cambronero, S. (2011), "Vertical track stiffness as a new parameter involved in designing high-speed railway infrastructure", J. Transport. Eng., 137(12), 971-979.
DOI
|
37 |
Gallego, I., Pita, A.L., Chaves, E.W.V. and Alvarez, A.M.R. (2011), "Design of embankment-structure transitions for railway infrastructure", Proc. ICE-Transport, 165(1), 27-37.
|
38 |
Gallego, I., Rivas, A. and Sanchez-Cambronero, S. (2012), "Criteria for Improving the Embankment-Structure Transition Design in Railway Lines", INTECH Open Access Publisher, Croatia.
|
39 |
Garcia, X., Xiang, J., Latham, J.P. and Harrison J.P. (2009) "A clustered overlapping sphere algorithm to represent real particles in discrete element modeling", Geotechnique, 59(9), 779-784.
DOI
|
40 |
Wang, Z., Ruiken, A., Jacobs, F. and Ziegler, M. (2014), "A new suggestion for determining 2D porosities in DEM", Geomech. Eng., 7(6), 665-678.
DOI
|
41 |
Xu, W.J., Li, C.Q. and Zhang, H.Y. (2015), "DEM analyses of the mechanical behavior of soil and soil-rock mixture via the 3D direct shear test", Geomech. Eng., 9(6), 815-827.
DOI
|
42 |
Yan, Y., Zhao, J. and Ji, S. (2015), "Discrete element analysis of breakage of irregularly shaped railway ballast", Geomech. Geoeng., 10(1), 1-9.
DOI
|
43 |
Zhou, L., Chu, X., Zhang, X. and Xu, Y. (2016) "Numerical investigations on breakage behaviour of granular materials under triaxial stresses", Geomech. Eng., 11(5), 639-655.
DOI
|
44 |
Hertz, H. (1895), "Ueber die Beruehrung Elastischer Koerper (On Contact between Elastic Bodies)", in Gesammelte Werke (Collected Works), Leipzig, Germany.
|
45 |
Hess, W. and Schonert, K. (1981), "Brittle-plastic transition in small particles", Proceedings of the Powtech Conference on Particle Technology, Birmingham, UK.
|
46 |
Hohner, D., Wirtz, S. and Scherer, V. (2013), "Experimental and numerical investigation on the influence of particle shape and shape approximation on hopper discharge using the discrete element method", Powder Technol., 235, 614-627.
DOI
|
47 |
Indraratna, B., Wijewardena, S. and Balasubramaniam, A.S. (1993), "Large scale triaxial testing of a greywacke rockfill", Geotechnique, 43(1) 37-51.
|
48 |
Indraratna, B., Ionescu, D. and Christie, H.D. (1998), "Shear behaviour of railway ballast based on large-scale triaxial tests", J. Geotech. Geoenviron. Eng. - ASCE, 124(5), 439-449.
DOI
|
49 |
Indraratna, B., Ionescu, D. and Christie, H.D. (1998), "Shear behaviour of railway ballast based on large-scale triaxial tests", J. Geotech. Geoenviron. Eng. - ASCE, 124(5), 439-449.
DOI
|
50 |
Indraratna, B. and Salim, W. (2002). "Modelling of particle breakage of coarse aggregates incorporating strength and dilatancy", Proc. Instn Civ. Engrs Geotech. Eng., 155(4) 243-252.
DOI
|
51 |
Indraratna, B., Lackenby, J. and Christie, H.D. (2005), "Effect of confining pressure on the degradation of ballast under cyclic loading", Geotechnique, 55(4) 325-328.
DOI
|
52 |
Indraratna, B., Salim, W. and Rujikiatkamjorn, C. (2011), Adavanced Rail Geotechnology-Ballasted Track, Taylor & Francis Group, London, UK.
|
53 |
Indraratna, B., Nimbalkar, S. and Rujikiatkamjorn, C. (2011), "Stabilisation of ballast and subgrade with geosynthetic grids and drains for rail infrastructure", Proceedings of the International Conference on Advances in Geotechnical Engineering, Perth, Australia.
|
54 |
Indraratna, B., Ngo, N., Rujikiatkamjorn, C. and Vinod, J.S. (2014), "Behavior of fresh and fouled railway ballast subjected to direct shear testing: discrete element simulation", Int. J. Geomechanics, 14(1), 34-44.
DOI
|
55 |
Irazabel, J., Salazar, F. and Onate, E. (2017), "Numerical modelling of granular materials with spherical discrete particles and the bounded rolling friction model. Application to railway ballast", Comput. Geotechnics, 85, 220-229.
DOI
|
56 |
Itasca (2003), Particle Flow Code in Two Dimensions, Itasca Consulting Group, Inc., Minnesota. USA.
|
57 |
Jung, S.D., Kim, J.S., Park, J.W., Won, J.H. and Kim, M.K. (2013), "Distinct element method analysis of a retaining wall using a steel frame and fill materials", Multimedia Tools Appl., 74(20), 9017-9029.
DOI
|
58 |
Kaewunruen, S. (2014), "Monitoring in-service performance of fibre-reinforced foamed urethane material as timber-replacement sleepers/bearers in railway urban turnout systems", Struct. Monit. Maint., 1(1), 131-157 (invited).
DOI
|
59 |
Kaewunruen, S. and Kimani, S.K. (2017), "Damped frequencies of pre-cast modular steel-concrete composites railway track slabs", Steel Compos. Struct., in press.
|
60 |
Kaewunruen, S. and Mirza, O. (2017), "Hybrid discrete element - finite element simulation for railway bridgetrack interaction", Proceedings of the 3rd International Conference on Innovative Materials, Structures and Technologies, Riga Technical University, Riga, Latvia, 27-29 September 2017.
|
61 |
Kaewunruen, S. and Remennikov, A.M. (2010), "Dynamic properties of railway track and its components: Recent findings and future research direction", Insight: Non-Destructive Testing and Condition Monitoring, 52(1), 20-22.
DOI
|
62 |
Kaewunruen, S., Remennikov, A.M. and Murray, M.H. (2014), "Introducing limit states design concept to concrete sleepers: an Australian experience", Frontiers in Mat., 1(8), 1-3.
|
63 |
Matsushima, T., Katagiri, J., Uesugi, K., Tsuchiyama, A. and Nakano, T. (2009) "3D shape characterization and image-based DEM simulation of the lunar soil simulant FJS-1", J Aerospace Eng., 22(1), 15-23.
DOI
|
64 |
Mindlin, R.D. and Deresiewicz, H. (1953), "Elastic spheres in contact under varying oblique force", J. Appl. Mech, 20, 327-344.
|
65 |
Nezami, E.G., Hashash, Y.M.A., Zhao, D. and Ghaboussi, J. (2004), "A fast contact detection algorithm for 3-D discrete element method", Comput. Geotech., 31, 575-587.
DOI
|
66 |
Nezami, E.G., Hashash, Y.M.A., Zhao, D. and Ghaboussi, J. (2006), "Shortest link method for contact detection in discrete element method", Int. J. Numer. Anal. Meth. Geomech., 30, 783-801.
DOI
|
67 |
Ngo, N.T., Indraratna, B. and Rujikiatkamjorn, C. (2014) "DEM simulation of the behaviour of geogrid stabilised ballast fouled with coal", Comput Geotech., 55, 224-231.
DOI
|
68 |
Nguyen, V., Duhamel, D. and Nedjar, B. (2003), "A continuum model for granular materials taking into account the no-tension effect", Mech. Mater., 35, 955-967.
DOI
|
69 |
Ouhbi N., Voivret, C., Perrin, G. and Roux J. (2016), "Railway ballast: Grain shape characterization to study its influence on the mechanical behaviour", Procedia Eng., 143, 1120-1127.
DOI
|
70 |
Podlozhnyuk, A. and Kloss, C. (2015), "A contact detection method between two convex super-quadric particles based on an interior point algorithm in the discrete element method", Proceedings of the IV International Conference on Particle-Based Methods, Barcelona, Spain.
|
71 |
Prescott, D. and Andrews, J. (2013), "A track ballast maintenance and inspection model for a rail network", Proc IMechE Part O: J Risk and Reliability, 227(3), 251-266
|
72 |
Abbas, A., Masad, E., Papagiannakis, T. and Harman, T. (2007), "Micromechanical modelling of the viscoelastic behavior of asphalt mixtures using the discrete-element method", Int. J. Geomechanics, 7(2), 131-139.
DOI
|
73 |
Ricci, L., Nguyen, V., Sab, K., Duhamel, D. and Schmitt, L. (2005), "Dynamic behaviour of ballasted railway tracks: A discrete/continuous approach", Comput. Struct., 83, 2282-2292.
DOI
|
74 |
Remennikov, A.M. and Kaewunruen, S. (2008), "A review of loading conditions for railway track structures due to train and track vertical interaction", Struct. Control. Health Monit., 15(2), 207-234.
DOI
|
75 |
Remennikov, A.M. and Kaewunruen, S. (2014), "Experimental load rating of aged railway concrete sleepers", Eng. Struct., 76(10), 147-162.
DOI
|
76 |
Sasaoka, C.D. and Davis, D. (2005), "Implementing track transition solutions for heavy axle load service", Proceedings of the AREMA 2005 Annual Conference, Chicago, IL,
|
77 |
Sato, Y. (1995), "Japanese studies on deterioration of ballasted track", Vehicle Syst. Dynam., 24(1), 197-208.
|
78 |
Selig, E.T. and Alva-Hurtado, J.E. (1982), "Predicting effects of repeated wheel loading on track settlement", Proceedings of the 2nd Int. Heavy Haul Railway Conf., Colorado Springs, USA.
|
79 |
Selig, E.T. and Waters, J.M. (1994), Track Geotechnology and Substructure Management, Thomas Telford Publishing, UK.
|
80 |
Setsobhonkul, S., Kaewunruen, S. and Sussman, J.M. (2017), "Lifecycle assessments of railway bridge transitions exposed to extreme climate events", Front. Built Environ., 3:35. doi: 10.3389/fbuil.2017.00035
DOI
|
81 |
Sharp, R.W. and Booker, J.R. (1984), "Shakedown of pavement under moving surface loads", J. Transportation Eng., 110(1), 1-14.
DOI
|
82 |
Shenton, M. (1985), "Ballast deformation and track deterioration", Track technology, 253-265.
|