This work is licensed under the Creative Commons Attribution 4.0 International License.
Balasubramaniam, A. S., Zue-Ming, H., Uddin, W., Chaudhry, A. R., Li, Y. G. (2007). Critical state parameters and peak stress envelopes for Bangkok clays. Q. J. Eng. Geol. Hydrogeol. 11(3), 219–232. https://doi.org/10.1144/GSL.QJEG.1978.011.03.02BalasubramaniamA. S.Zue-MingH.UddinW.ChaudhryA. R.LiY. G.2007Critical state parameters and peak stress envelopes for Bangkok clays113219232https://doi.org/10.1144/GSL.QJEG.1978.011.03.02Search in Google Scholar
Bolton, M. D. (1986). The strength and dilatancy of sands. Géotechnique 36(1), 65–78. https://doi.org/10.1680/geot.1986.36.1.65BoltonM. D.1986The strength and dilatancy of sands3616578https://doi.org/10.1680/geot.1986.36.1.65Search in Google Scholar
Fearon, R. E. (1998). The behaviour of a structurally complex clay from an Italian landslide. PhD Dissertation, City University London, UK. https://openaccess.city.ac.uk/id/eprint/7575/FearonR. E.1998PhD Dissertation,City University LondonUKhttps://openaccess.city.ac.uk/id/eprint/7575/Search in Google Scholar
Fearon, R. E., Coop, M. R. (2000). Reconstitution: what makes an appropriate reference material? Géotechnique, 50(4), 471–477. https://doi.org/10.1680/geot.2000.50.4.471FearonR. E.CoopM. R.2000Reconstitution: what makes an appropriate reference material?504471477https://doi.org/10.1680/geot.2000.50.4.471Search in Google Scholar
Indraratna, B., Sun, Q. D., Nimbalkar, S. (2015). Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage. Canadian Geotechnical Journal, 52(1), 73–86. https://doi.org/10.1139/cgj-2013-0361IndraratnaB.SunQ. D.NimbalkarS.2015Observed and predicted behaviour of rail ballast under monotonic loading capturing particle breakage5217386https://doi.org/10.1139/cgj-2013-0361Search in Google Scholar
Nakai, T., Matsuoka, H. (1986). A generalized elastoplastic constitutive model for clay in three-dimensional stresses. Soils and Foundations, 26(3), 81–98. https://doi.org/10.3208/sandf1972.26.3_81NakaiT.MatsuokaH.1986A generalized elastoplastic constitutive model for clay in three-dimensional stresses2638198https://doi.org/10.3208/sandf1972.26.3_81Search in Google Scholar
Nakai, T., Matsuoka, H., Okuno, N., Tsuzuki, K. (1986). True triaxial tests on normally consolidated clay and analysis of the observed shear behaviour using elastoplastic constitutive models. Soils and Foundations, 26(4), 67–78. https://doi.org/10.3208/sandf1972.26.4_67NakaiT.MatsuokaH.OkunoN.TsuzukiK.1986True triaxial tests on normally consolidated clay and analysis of the observed shear behaviour using elastoplastic constitutive models2646778https://doi.org/10.3208/sandf1972.26.4_67Search in Google Scholar
Nakai, T., Hinokio, M. A. (2004). A simple elastoplastic model for normally consolidated soils with unified material parameters. Soils and Foundations, 44(2), 53–70. https://doi.org/10.3208/sandf.44.2_53NakaiT.HinokioM. A.2004A simple elastoplastic model for normally consolidated soils with unified material parameters4425370https://doi.org/10.3208/sandf.44.2_53Search in Google Scholar
Rahimi, M. (2019). Review of Proposed Stress-Dilatancy Relationships and Plastic Potential Functions for Uncemented and Cemented Sands. J. Geol. Res. 1, 19–34. https://doi.org/10.30564/jgr.v1i2.864RahimiM.2019Review of Proposed Stress-Dilatancy Relationships and Plastic Potential Functions for Uncemented and Cemented Sands11934https://doi.org/10.30564/jgr.v1i2.864Search in Google Scholar
Rowe, P. W. (1962). The stress-dilatancy relation for static equilibrium of an assembly of particles in contacts. In Proceedings of the royal Society of London. Series A, Mathematical and Physical Sciences. 269(1339), 500–527. https://doi.org/10.1098/rspa.1962.0193RoweP. W.1962The stress-dilatancy relation for static equilibrium of an assembly of particles in contacts2691339500527https://doi.org/10.1098/rspa.1962.0193Search in Google Scholar
Rowe, P. W. (1969). The relation between shear strength of sands in triaxial compression, plane strain and direct shear. Géotechnique, 19(1), 75–86.RoweP. W.1969The relation between shear strength of sands in triaxial compression, plane strain and direct shear1917586Search in Google Scholar
Shu, R., Kong, L., Liu, B., Wang, J. (2021). Stress-Strain Strength Characteristics of Undisturbed Granite Residual Soil Considering Different Patterns of Variation of Mean Effective Stress. Applied Sciences 11(4), 1874. https://doi.org/10.3390/app11041874ShuR.KongL.LiuB.WangJ.2021Stress-Strain Strength Characteristics of Undisturbed Granite Residual Soil Considering Different Patterns of Variation of Mean Effective Stress1141874https://doi.org/10.3390/app11041874Search in Google Scholar
Szypcio, Z. (2016). Stress-dilatancy for soils. Part I: The frictional state theory. Studia Geotechnica et Mechanica, 38(4), 51–57. https://doi.org/10.1515/sgem-2016-0030SzypcioZ.2016Stress-dilatancy for soils. Part I: The frictional state theory3845157https://doi.org/10.1515/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. https://doi.org/10.1515/sgem-2016-0031SzypcioZ.2016Stress-dilatancy for soils. Part II: Experimental validation for triaxial tests3845965https://doi.org/10.1515/sgem-2016-0031Search in Google Scholar
Szypcio, Z., Dołżyk-Szypcio, K. (2022). The Stress-Dilatancy Behaviour of Artificially Bonded Soils. Materials, 15(20), 7068. https://doi.org/10.3390/ma15207068SzypcioZ.Dołżyk-SzypcioK.2022The Stress-Dilatancy Behaviour of Artificially Bonded Soils15207068https://doi.org/10.3390/ma15207068Search in Google Scholar
Wood, D. M. (1990). Shear behaviour and critical state soil mechanics. Cambridge University Press, New York, USA.WoodD. M.1990Cambridge University PressNew York, USASearch in Google Scholar