References
- Alonso , E. E. , Gens , A. and Josa , A. 1990 . A constitutive modelfor partially saturated soil . Geotechnique , 40 : 405 – 430 .
- Alonso , E. E. , Olivella , S. and Pinyol , N. M. 2005 . A review of Beliche Dam . Geotechnique , 55 : 267 – 285 .
- Alonso , E. E. 2007 . Dilatancy of coarse granular aggregates . Springer Proceedings in Physics , 12 : 19 – 135 . doi:10.1007/3-540-69873-6_11
- Chen , Z. L. , Wu , L. P. and Ding , H. S. 2007 . Research on movement of particle of fabric of granular material . Rock and Soil mechanics , 28 : 29 – 33 . (in Chinese)
- Clough, G. W. & Duncan, J. M. (1971). “Finite element analysis of retaining wall behavior”. Journal of the Soil Mechanics and Foundations Division, ASCE, 97, 1657–1672.
- Dafalias , Y. F. 1986 . Bounding surface plasticity. I: mathematical foundation and hypoplasticity . Journal of Engineering Mechanics. ASCE , 112 : 966 – 987 . doi:10.1061/(ASCE)0733-9399
- Dafalias , Y. F. 1986 . Bounding Surface Plasticity. II: Application to Isotropic Cohesive Soils . Journal of Engineering Mechanics. ASCE , 112 : 1263 – 1291 . doi:org/10.1061/(ASCE)0733-9399
- Goodman, R. E., Taylor, R. L., & Brekke, T. L. A. (1968). Model for the mechanics of jointed rock, Journal of the Soil Mechanics and Foundations Division, ASCE, 94, 637–659.
- Gu, G. C., & Zhu, SH. (1991). Three-dimensional nonlinear finite element program in static and dynamic analysis of CFRD. Beijing: Science & Technology Press, pp. 298–310.
- Hashiguchi , K. 1980 . Constitutive equations of elastoplastic materials with elastic-plastic transition . Journal of Applied Mechanics , 47 : 266 – 272 . doi:org/10.1115/1.3153653
- Hashiguchi, K., Ozaki, S., & Okayasu, T.(2005). Unconventional friction theory based on the subloading surface concept. International Journal of Solids and Structures, 42, 1705–1727. doi:org/10.1016/ j.ijsolstr. 2004.08.006
- Hashiguchi , K. 2005 . Generalized plastic flow rule . International Journal of Solids and Structures , 21 : 321 – 351 . doi:org/10.1016/j.ijplas.2003.12.003
- Hashiguchi, K. & Ozakib, S. (2008). Constitutive equation for friction with transition from static to kinetic friction and recovery of static friction. International Journal of Plasticity, 24, 2102–2124. doi:doi.org/10.1016/j.ijplas.2008.03.004
- Liu , E. L. , Tan , Y. L. , Chen , S. S. and Li , G. Y. 2012 . Investigation on critical state of rockfill materials . Shuili xuebao , 43 : 505 – 511 . (in Chinese)
- Ling , H. I. and Liu , H. B. 2003 . Pressure-level dependency and densification behavior of sand through generalized plasticity model . Journal of Engineering Mechanics , 129 : 851 – 860 .
- Ling , H. I. and Yang , S. T. 2006 . Unified sand model based on the critical state and generalized plasticity . Journal of Engineering Mechanics , 132 : 1380 – 1391 .
- Mroz, Z., & Zienkiewicz, O. C. (1985).‘‘Uniform formulation of constitutive equations for clay and sand”. C. S. Desai & R. H. Gallangher (Eds.), Mechanics of engineering materials (pp. 415–450). New York: Wiley.
- Nakai, T. (1989). “An isotropic hardening elastoplastic model considering the stress path dependency in three-dimensional stresses”. Soils and Foundations, 29, 119–139.
- Nakai , T. and Hinokio , M. 2004 . A simple elastoplastic model for normally and over consolidated soils with unified material parameters . Soils and Foundations , 44 : 53 – 70 .
- Niemunis , A. , Wichtmann , T. and Triantafyllidis , Th. 2005 . A high-cycle accumulation model for sand . Computers and Geotechnics , 32 : 245 – 263 . doi:org/10.1016/j. compgeo.2005. 03.002
- Oldecop , L. A. and Alonso , E. E. 2001 . A model for rock-fill compressibility . Geotechnique , 51 : 127 – 139 .
- Pastor , M. , Zienkiewicz , O. C. and Chan , A. H. C. 1990 . Generalized plasticity and the modeling of soil behavior . International Journal for Numerical and Analytical Methods in Geomechanics , 14 : 151 – 190 .
- Pedroso , D. M. and Farias , M. M. 2011 . Extended barcelona basic model for unsaturated soils under cyclic loadings . Computers and Geotechnics , 38 : 731 – 740 . doi:org/10.1016/j.compgeo.2011.02.004
- Shen , Z. J. 1986 . Elastoplastic analysis of consolidation and deformation of soft ground . Science Sinica (A series) , 2 : 210 – 224 .
- Shen, Z. J. (1990). “A new constitutive model for soils”. Proceedings of the 5th Chinese Conference on Soil Mechanics and Foundation Engineering (pp. 101–105). Beijing: China Architecture & Building Press.
- Wang, Z. L., Dafalias, Y. F., & Shen, C.K. (1990). “Bounding surface hypoplasticity model for sand”. Journal of Engineering Mechanics, ASCE., 116, 983–1001. doi:org/10.1061/(ASCE)0733-9399(1990) 116:5(983)
- Xu, X. J. (2008) “Safety analyzing of dams of the upper and lower reservoirs at Tongbai Pumped Storage Power Station” (master thesis). Zhejiang University (in Chinese).
- Yang , G. , Sun , X. , Yu , Y. Z. and Zhang , B. Y. 2010 . Experimental study of mechanical behavior of a coarse-grained material under various stress paths . Rock and Soil Mechanics , 31 : 1119 – 1122 . (in Chinese)
- Yao , Y. P. , Hou , W. and Zhou , A. N. 2007 . UH model: Three-dimensional unified hardening model for overconsolidated clays . Geotechnique , 59 ( 5 ) : 1 – 19 . doi:10.1680/geot.2007.00029
- Yao , Y. P. , Yamamoto , H. and Wang , N. D. 2008 . Constitutive model considering sand crushing . Soils and foundations , 48 : 603 – 608 .
- Yao , Y. P. , Sun , D. A. and Matsuoka , H. 2008 . A unified constitutive model for both clay and sand with hardening parameter independent on stress path . Computers and Geotechnics , 35 : 210 – 222 .
- Zienkiewicz , O. C. , Leung , K. H. and Pastor , M. 1985 . Simple model for transient soil loading in earthquake analysis. I: Basic model and itsapplication . International Journal for Numerical and Analytical Methods in Geomechanics , 9 : 453 – 476 .
- Zhu SH. (2011). “Back analysis on construction and operation properties of shuibuya concrete face rockfill dam”. Chinese Journal of Rock Mechanics and, Engineering, 3690–3695 (in Chinese).
- Zhou , W. , Hua , J. , Chang , X. and Zhou , C. 2011 . Settlement analysis of the Shuibuya concrete-face rockfill dam . Computers and Geotechnics , 38 : 269 – 280 .