Resilient and permanent deformation of unsaturated unbound granular materials under cyclic loading by the large-scale triaxial tests
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AASHTO T 307-1999 (R2017) Standard test method for determining the resilient modulus of soils and aggregate materials. American Association of State Highway and Transportation Officials, Washington, DC
Azam AM, Cameron DA, Rahman MM (2015) Permanent strain of unsaturated unbound granular materials from construction and demolition waste. J Mater Civil Eng 27(3):04014125
Cai YJ, Chen JY, Cao ZG, Gu C, Wang J (2018) Influence of grain gradation on permanent strain of unbound granular materials under low confining pressure and high-cycle loading. Int J Geomech 18(3):04017156
Cao ZG, Chen JY, Cai YQ, Gu C, Wang J (2017) Effects of moisture content on the cyclic behavior of crushed tuff aggregates by large-scale tri-axial test. Soil Dyn Earthq Eng 95:1–8
Cao ZG, Chen JY, Cai YQ, Zhao L, Gu C, Wang J (2018) Long-term behavior of clay-fouled unbound granular materials subjected to cyclic loadings with different frequencies. Eng Geol 243:118–127
Cerni G, Cardone F, Bocci M (2012) Permanent deformation behaviour of unbound recycled mixtures. Constr Bulid Mater 37:573–580
Chen X, Zhang J (2016) Effect of clay invasion on shear behavior and dilatancy of unbound aggregate subbase. Transp Geotech 6:16–25
Chen JY, Alonso EE, Gu C, Cao ZG, Cai YQ (2018) Long term cyclic behavior of unsaturated granular soils. Transp Geotech 17(Part B):48–55
Collins IF, Boulbibane M (2000) Geomechanical analysis of unbound pavements based on shakedown theory. J Geotech Geoenviron Eng 126(1):50–59
Craciun O, Lo SCR (2010) Matric suction measurement in stress path cyclic triaxial testing of unbound granular base materials. Geotech Test J 33(1):102390
Duong TV, Cui YJ, Tang AM, Dupla JC, Canou J, Calon N, Robinet A (2016) Effects of water and fines contents on the resilient modulus of the interlayer soil of railway substructure. Acta Geotech 11(1):51–59
Ekblad J, Isacsson U (2006) Influence of water on resilient properties of coarse granular materials. Road Mater Pavement 7(3):369–404
European Standard EN 13286-7 (2004) Unbound and hydraulically bound mixtures—part 7: cyclic load triaxial test for unbound mixtures. European Committee for Standardization, Brussels
Gu C, Ye XC, Wang J, Cai YQ, Cao ZG, Zhang TT (2019) Resilient behavior of coarse granular materials in three-dimensional stress state. Can Geotech J. https://doi.org/10.1139/cgj-2019-0353
Inam A, Ishikawa T, Miura S (2002) Effect of principal stress axis rotation on cyclic plastic deformation characteristics of unsaturated base course material. Soils Found 52(3):465–480
Ishikawa T, Zhang Y, Tokoro T, Miura S (2014) Medium-size triaxial apparatus for unsaturated granular subbase course materials. Soils Found 54(1):67–80
JTG D30–2015 (2015) Specifications for design of highway subgrades. Ministry of Transport of the People’s Republic of China, Beijing
Lackenby J, Indraratna B, Mcdowell G, Christie D (2007) Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading. Géotechnique 57(6):527–536
Lekarp F, Dawson A (1997) Analysis of permanent deformation behaviour of unbound granular materials. Constr Bulid Mater 12(918):9–18
Lekarp F, Isacsson U, Dawson A (2000) State of the Art. I: resilient response of unbound aggregates. J Transp Eng 126(1):66–75
Lekarp F, Isacsson U, Dawson A (2000) State of the Art. II: permanent strain response of unbound aggregates. J Transp Eng 126(1):76–83
Ng CWW, Xu J (2012) Effects of current suction ratio and recent suction history on small-strain behaviour of an unsaturated soil. Can Geotech J 49(2):226–243
Ohiduzzaman M, Lo SCR, Craciun O (2011) Effect of plasticity of fines on the deformation behavior of unbound granular base material. Geo-Front Congress 211:4782–4791
Rahman MS, Erlingsson S (2016) Modelling the moisture dependent permanent deformation behavior of unbound granular materials. Procedia Eng 143:921–928
Rahman MS, Erlingsson S (2016) Moisture influence on the resilient deformation behaviour of unbound granular materials. Int J Pavement Eng 17(9):763–775
Rondón HA, Wichtmann T, Triantafyllidis T, Lizcano A (2009) Comparison of cyclic triaxial behavior of unbound granular material under constant and variable confining pressure. J Transp Eng 135(7):467–478
Saevarsdottir T, Erlingsson S (2013) Effect of moisture content on pavement behaviour in a heavy vehicle simulator test. Road Mater Pavement 14(sup1):274–286
Sharp RW, Booker JR (1984) Shakedown of pavements under moving surface loads. J Transp Eng 110(1):1–14
Siripun K, Jitsangiam P, Nikraz H (2011) The effects of moisture characteristics of crushed rock base (CRB). Geo-Front Congress 203(1):4458–4467
Trinh VN, Tang AM, Cui YJ, Dupla JC, Canou J, Calon N, Lambert L, Robinet A, Schoenc O (2012) Mechanical characterisation of the fouled ballast in ancient railway track substructure by large-scale triaxial tests. Soils Found 52(3):511–523
Uzan J (1999) Granular material characterization for mechanistic pavement design. J Transp Eng 125(2):108–113
Werkmeister S, Dawson AR, Wellner F (2004) Pavement design model for unbound granular materials. J Transp Eng 130(5):665–674
Wichtmann T, Rondón HA, Niemunis A, Triantafyllidis TH (2009) Prediction of permanent deformations in pavements using a high-cycle accumulation model. J Geotech Geoenviron Eng 136(5):728–740