1 |
Sun, Y. and Xiao, Y. (2017), "Fractional order plasticity model for granular soils subjected to monotonic triaxial compression", Int. J. Solids Struct., 118, 224-234.
DOI
|
2 |
Sun, Y., Gao, Y. and Chen, C. (2019), "Critical-state fractional model and its numerical scheme for isotropic granular soil considering state-dependence", Int. J. Geomech., 13(9), 04018202.
|
3 |
Sun, Y., Song, S., Xiao, Y. and Zhang, J. (2017), "Development and application of state-dependent fractional plasticity in modeling the non-associated behavior of granular aggregates", Acta Mech. Solida Sin., 30(5), 507-519.
DOI
|
4 |
Tian, Y. and Yao, Y.P. (2017), "A simple method to describe threedimensional anisotropic failure of soils", Comput. Geotech., 92, 210-219.
DOI
|
5 |
Wang, W., Martin, P.R., Sheikh, M.N. and Hadi, M.N. (2018a), "Eccentrically loaded FRP confined concrete with different wrapping schemes", J. Compos. Construct., 22(6), 04018056.
DOI
|
6 |
Wang, W., Sheikh, M.N., Al-Baali, A.Q. and Hadi, M.N.S. (2018b), "Compressive behaviour of partially FRP confined concrete: Experimental observations and assessment of the stress-strain models", Construct. Build. Mater., 192, 785-797.
DOI
|
7 |
Wang, W., Wu, C. and Liu, Z. (2019), "Compressive behavior of hybrid double-skin tubular columns with ultra-high performance fiber-reinforced concrete (UHPFRC)", Eng. Struct., 180, 419-441.
DOI
|
8 |
Wu, Y., Hyodo, M. and Aramaki, M. (2018), "Undrained cyclic shear characteristics and crushing behaviour of silica sand", Geomech. Eng., 14(1), 1-8.
DOI
|
9 |
Yao, Y. and Wang, N. (2014), "Transformed stress method for generalizing soil constitutive models", J. Eng. Mech., 140(3), 614-629.
DOI
|
10 |
Been, K. and Jefferies, M.G. (1985), "A state parameter for sands", Geotechnique, 35(2), 99-112.
DOI
|
11 |
Bui, T.A., Wong, H., Deleruyelle, F. and Zhou, A. (2016), "Constitutive modelling of the time-dependent behaviour of partially saturated rocks", Comput. Geotech., 78, 123-133.
DOI
|
12 |
Chenari, C.J., Fatahi, B., Ghorbani, A. and Alamoti, M.N. (2018), "Evaluation of strength properties of cement stabilized sand mixed with EPS beads and fly ash", Geomech. Eng., 14(6), 533-544.
DOI
|
13 |
Guliyev, H.H. (2018), "Geomechanical analysis of elastic parameters of the solid core of the Earth", Geomech. Eng., 14(1), 19-27.
DOI
|
14 |
Liu, M. and Gao, Y. (2016), "Constitutive modeling of coarsegrained materials incorporating the effect of particle breakage on critical state behavior in a framework of generalized plasticity", Int. J. Geomech., 17(5), 04016113.
DOI
|
15 |
Yoshimoto, N., Wu, Y., Hyodo, M. and Nakata, Y. (2016), "Effect of relative density on the shear behaviour of granulated coal ash", Geomech. Eng., 10(2), 207-224.
DOI
|
16 |
Kian, A.R.T., Zakeri, J.A. and Sadeghi, J. (2018), "Experimental investigation of effects of sand contamination on strain modulus of railway ballast", Geomech. Eng., 14(6), 563-570.
DOI
|
17 |
Kumara, J.J. and Hayano, K. (2016), "Importance of particle shape on stress-strain behaviour of crushed stone-sand mixtures", Geomech. Eng., 10(4), 455-470.
DOI
|
18 |
Li, X. and Dafalias, Y. (2000), "Dilatancy for cohesionless soils", Geotechnique, 50(4), 449-460.
DOI
|
19 |
Li, X. and Wang, Y. (1998), "Linear representation of steady-state line for sand", J. Geotech. Geoenviron. Eng., 124(12), 1215-1217.
DOI
|
20 |
Liu, M., Zhang, Y. and Zhu, H. (2017), "3D elastoplastic model for crushable soils with explicit formulation of particle crushing", J. Eng. Mech., 143(12), 04017140.
DOI
|
21 |
Lu, D., Liang, J., Du, X., Ma, C. and Gao, Z. (2019), "Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule", Comput. Geotech., 105, 277-290.
DOI
|
22 |
Lu, D., Ma, C., Du, X., Jin, L. and Gong, Q. (2016), "Development of a new nonlinear unified strength theory for geomaterials based on the characteristic stress concept", Int. J. Geomech., 17(2), 04016058.
DOI
|
23 |
Masoumi, H., Douglas, K. and Russell, A. (2015), "A bounding surface plasticity model for intact rock exhibiting sizedependent behaviour", Rock Mech. Rock Eng., 49(1), 47-62.
DOI
|
24 |
Nimbalkar, S. and Indraratna, B. (2016), "Improved performance of ballasted rail track using geosynthetics and rubber shockmat", J. Geotech. Geoenviron. Eng., 142(8), 04016031.
DOI
|
25 |
Matsuoka, H., Yao, Y. and Sun, D. (1999), "The cam-clay models revised by the SMP criterion", Soils Found., 39(1), 81-95.
DOI
|
26 |
Mosayebi, S., Zakeri, J. and Esmaeili, M. (2016), "A comparison between the dynamic and static stiffness of ballasted track: A field study", Geomech. Eng., 11(6), 757-769.
DOI
|
27 |
Nakai, T. and Hinokio, M. (2004), "A simple elastoplastic model for normally and over consolidated soils with unified material parameters", Soils Found., 44(2), 53-70.
DOI
|
28 |
Nimbalkar, S., Annapareddy, V.S.R. and Pain, A. (2018), "A simplified approach to assess seismic stability of tailings dams", J. Rock Mech. Geotech. Eng., 10(6), 1082-1090.
DOI
|
29 |
Oztoprak, S., Sargin, S., Uyar, H.K. and Bozbey, I. (2018), "Modeling of pressuremeter tests to characterize the sands", Geomech. Eng., 14(6), 509-517.
DOI
|
30 |
Park, T., Kim, H., Tanvir, M., Lee, J. and Moon, S. (2018), "Influence of coarse particles on the physical properties and quick undrained shear strength of fine-grained soils", Geomech. Eng., 14(1), 99-105.
DOI
|
31 |
Pastor, M., Zienkiewicz, O.C. and Chan, A.H.C. (1990), "Generalized plasticity and the modelling of soil behavior", Int. J. Numer. Anal. Meth. Geomech., 14(3), 151-190.
DOI
|
32 |
Shi, X.S. and Herle, I. (2016), "Analysis of the compression behavior of artificial lumpy composite materials", Int. J. Numer. Anal. Meth. Geomech., 40(10), 1438-1453.
DOI
|
33 |
Podlubny, I. (1998), Fractional Differential Equations: An Introduction to Fractional Derivatives, Fractional Differential Equations, to Methods of Their Solution and Some of Their Applications, Academic Press, San Diego, California, U.S.A.
|
34 |
Schofield, A. and Wroth, P. (1968), Critical State Soil Mechanics, McGraw-Hill London, U.K.
|
35 |
Shi, W.C. (2008), "True triaxial tests on coarse-grained soils and study on constitutive model", Ph.D., Hohai University, Nanjing, China.
|
36 |
Shi, X.S. and Herle, I. (2017), "Numerical simulation of lumpy soils using a hypoplastic model", Acta Geotech., 12(2), 349-363.
DOI
|
37 |
Sonmezer, Y.B., Bas, S., Isik, N.S. and Akbas, S.O. (2018), "Linear and nonlinear site response analyses to determine dynamic soil properties of Kirikkale", Geomech. Eng., 16(4), 435-448.
DOI
|
38 |
Sumelka, W. (2014), "Fractional viscoplasticity", Mech. Res. Commun., 56, 31-36.
DOI
|
39 |
Sumelka, W. and Nowak, M. (2016), "Non-normality and induced plastic anisotropy under fractional plastic flow rule: A numerical study" Int. J. Numer. Anal. Meth. Geomech., 40(5), 651-675.
DOI
|
40 |
Sun, Y. and Shen, Y. (2017), "Constitutive model of granular soils using fractional order plastic flow rule", Int. J. Geomech., 17(8), 04017025.
DOI
|