This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
Aingaran, S. (2014). Experimental investigation of static and cyclic behaviour of scaled railway ballast and the effect of stress reversal. Ph.D. Thesis. Faculty of Engineering and Environment, University of Southampton.AingaranS.2014Experimental investigation of static and cyclic behaviour of scaled railway ballast and the effect of stress reversalPh.D. Thesis. Faculty of Engineering and EnvironmentUniversity of SouthamptonSearch in Google Scholar
Trinh, V.N., Tang, A.M., Cui, Y.-J., Dupla, J.-C., Canon, I., Calon, N., et al. (2012). Mechanical characterization of the fouled ballast in ancient railway track substructure by large-scale triaxial tests. Soils and Foundations, 52(3), 511-523.TrinhV.NTangA.MCuiY.-J.DuplaJ.-C.CanonI.CalonN.2012Mechanical characterization of the fouled ballast in ancient railway track substructure by large-scale triaxial testsSoils and Foundations52351152310.1016/j.sandf.2012.05.009Search in Google Scholar
Indraratna, B., Ionescu, D., Christie, H.D. (1998). Shear behaviour of railway ballast based on large-scale triaxial tests. Journal of Geotechnical and Geoenvironmental Engineering, 124, 439-450.IndraratnaB.IonescuD.ChristieH.D1998Shear behaviour of railway ballast based on large-scale triaxial testsJournal of Geotechnical and Geoenvironmental Engineering12443945010.1061/(ASCE)1090-0241(1998)124:5(439)Search in Google Scholar
Indraratna, B., Salim, W. (2001). Shear strength and degradation characteristics of railway ballast. In: Proceeding of 14th Southeast Asian Geotechnical Conference, Hong Kong, Balkema, Vol. 1, pp. 521-526.IndraratnaB.SalimW.2001Shear strength and degradation characteristics of railway ballastProceeding of 14th Southeast Asian Geotechnical ConferenceHong KongBalkema1521526Search in Google Scholar
Werkmeister, S., Numrich, R., Dawson, A.R., Wellner, F. (2003). Design of granular pavement layers considering climatic conditions. Transportation Research Record, 1837, 61-70.WerkmeisterS.NumrichR.DawsonA.RWellnerF.2003Design of granular pavement layers considering climatic conditionsTransportation Research Record1837617010.3141/1837-07Search in Google Scholar
Ekblad, J. (2006). Influence of water on coarse granular road material properties. Road Materials and Pavement Design, 7(3), 369-404.EkbladJ.2006Influence of water on coarse granular road material propertiesRoad Materials and Pavement Design7336940410.1080/14680629.2006.9690043Search in Google Scholar
Szypcio, Z. (2016). Stress-dilatancy for soils. Part I: The frictional state theory. Studia Geotechnica et Mechanica, 38(4), 51-57.SzypcioZ.2016Stress-dilatancy for soils. Part I: The frictional state theoryStudia Geotechnica et Mechanica384515710.1515/sgem-2016-0030Search in Google Scholar
Szypcio, Z. (2016). Stress-dilatancy for soils. Part II: Experimental validation for triaxial tests. Studia Geotechnica et Mechanica, 38(4), 59-65.SzypcioZ.2016Stress-dilatancy for soils. Part II: Experimental validation for triaxial testsStudia Geotechnica et Mechanica384596510.1515/sgem-2016-0031Search in Google Scholar
Indraratna, B., Salim, W. (2005). Mechanics of Ballasted Rail Tracks: A Geotechnical Perspective. Taylor & Francis Group, London.IndraratnaB.SalimW.2005Mechanics of Ballasted Rail Tracks: A Geotechnical Perspective.Taylor & Francis GroupLondonSearch in Google Scholar
Dołżyk-Szypcio, K. (2018). Stress-dilatancy for crushed latite basalt. Studia Geotechnica et Mechanica, 40(1), 6-10.Dołżyk-SzypcioK.2018Stress-dilatancy for crushed latite basaltStudia Geotechnica et Mechanica40161010.2478/sgem-2018-0002Search in Google Scholar
Coop, M.R., Willson, S.M. (2003). Behaviour of hydrocarbon reservoir sands and sandstones. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(11), 1010-1019.CoopM.RWillsonS.M2003Behaviour of hydrocarbon reservoir sands and sandstonesJournal of Geotechnical and Geoenvironmental Engineering, ASCE129111010101910.1061/(ASCE)1090-0241(2003)129:11(1010)Search in Google Scholar
