[1]
Kan Wu, Yingren Zheng. Study on structure of loess[A]. Proceedings of the 6th National Academic Meetings about Soil Mechanics and FoundationEngineering[C].Shanghai:Tongji university press, pp.93-96, 1991(in chinese).
Google Scholar
[2]
Dingyi Xie, Jilin Qi. Soil structure characteristics and new approach in research on its quantitative parameter[J]. geotechnical engineering, Vol .21, no.6, pp.651-656, 1999(in chinese)
Google Scholar
[3]
Jianpin Jiang, Yangsong Zhang, Guoyu Luo. Macroscopical structure plane and its influence on failure of soil mass[J].Rock and Soil Mechanics, Vol .23, no.4, pp.482-485, 2002(in chinese).
Google Scholar
[4]
Wengui Cao, Xiang Li, Feng Liu. discussion on strain softening dam age constitutive model for fissured rock mass[J]. Rock Mechanics and Engineering, Vol .26, no.12, pp.2488-2494, 2007(in chinese)
Google Scholar
[5]
Zihai Shi, M.ASCE, Masaki Suzuki, and Masaaki Nakano, Numerical Analysis of Multiple Discrete Cracks in Concrete Dams Using Extended Fictitious Crack Model[J], Journal of structural engineering, no.3, pp.324-336, 2003(in chinese)
DOI: 10.1061/(asce)0733-9445(2003)129:3(324)
Google Scholar
[6]
Wheeler S J,Sivakumar V. An elasto plasticity critical state framework for unsaturated silt soil[J],Geotechnique, Vol .45, no.1, pp.35-53, (1995)
DOI: 10.1680/geot.1995.45.1.35
Google Scholar
[7]
Yichuan Xing, Yasheng Luo, zhen Li.The Rupture Failure Strength of Loess[J]. Journal of hydroelectric engineering, no.4, pp.36-43, 1999(in chinese)
Google Scholar
[8]
Tielin Chen, Zhujiang Shen.System approach of breakage mechanics for geological materials[J]. Rock and Soil Mechanics, Vol .25, supp.2, pp.21-26, 2004(in chinese)
Google Scholar
[9]
Zhujiang Shen.Breakage mechanics and double-medium model for geological materials[J]. hydro-scienceand engineering, no.4, pp.1-6, 2002(in chinese)
Google Scholar
[10]
Zhujiang Shen, Zaiqiang Hu.Binary medium model for loes[J]. Journal of Hydraulic Engineering, no.7, pp.1-6, 2003(in chinese)
Google Scholar
[11]
Enlong Liu.Research on Beakage Mechanism of Structural Blocks and Binary Medium Model for Geomaterials[Ph.D.Thesis][D].Beijing:Tsinghua University,2005(in chinese)
Google Scholar
[12]
Zhujiang Shen, Enlong Liu, Tielin Chen. Generalizedstress-strain relationship of binary mediummodelfor geologicalmaterials[J].Journal of Geotechnical Engineering,Vol.20, no.5, pp.489-494, 2005(in chinese)
Google Scholar
[13]
Wang J G, Leung C F, Ichicawa Y. A simplified homogenization method for composite soils[J]. Computers and Geotechnics, Vol .29, pp.477-500, 2002(in chinese)
DOI: 10.1016/s0266-352x(02)00004-6
Google Scholar