参考文献/References:
[1] 交通部公路规划设计院.JTJ024—85公路桥涵地基与基础设计规范[S].北京:人民交通出版社,1985.
[2] Tanaka H,Tanaka M,Shiwakoti D R.Characteristics of soils with low plasticity:intermediate soil from Ishinomaki,Japan and lean clay from Drammen,Norway[J]. Soils and Foundations,2001,41(1):83-96.
[3] Ni Q,Tan T S,Dasari G R,et al.Contribution of fine to the compressive strength of mixed soils [J]. Geotechnique,2004,54(9):561-569.
[4] Shi Minglei,Deng Xuejun.On physical and mechanical behavior of natural marine intermediate deposits [J].China Ocean Engineering, 2005,19(1):111-119.
[5] Almeida M S S,Danziger F A B,Lunne T.Prediction of axial pile capacity in clays using Piezocone tests [J]. Canadian Geotechnical Journal,1996,33(1):23-41.
[6] Cetin H,Soylemez M.Soil-particle and pore orientation during drained and undrained shear of a cohesive sandy silt-clay soil [J].Canadian Geotechnical Journal,2004,41(6):1127-1138.
[7] 张尧庭,方开泰.多元统计分析引论[M].北京:科学出版社,1999.322-328.
[8] Fioravante V,Jamiolkowski M.Stiffness of carbonatic Quiou sand[A].In:Proceedings of 13th International Conference on Soil Mechanics and Foundation Engineering[C].New Delhi,India,1994.163-167.
[9] Iwasaki T,Tatsuoka F,Takagi Y.Shear moduli of sands under cyclic torsional shear loading[J].Soils and Foundation,1978,18(1):39-56.
[10] Yasuhara K,Murakami S,Song B-W,et al.Postcyclic degradation of strength and stiffness for low plasticity silt[J]. Journal of Geotechnical and Geoenironmental Engineering,2003,129(8):756-769.
[11] Santagata M,Germaine J T,Ladd C C,et al.Factor affecting the initial stiffness of cohesive soil[J].Journal of Geotechnical and Geoenironmental Engineering,2004,131(4):430-441.
[12] 邓聚龙.灰理论基础 [M].武汉:华中科技大学出版社,2002.133-141.