Study on the shear strength of deep reconstituted soils

Cui, 1998 Li, 2006, High pressure K0 creep experiment and the anisotropy of microstructure of deep buried clay, Chinese Journal of Geotechnical Engineering, 28, 1186 Li, 2007, Constitutive model and structural parameter for deformation of clay soils at high pressure from triaxial testing, Journal of Engineering Geology, 15, 385 Li, 1999, Variation of pore water pressure and volume strain of saturated clayed soil during high pressure compression test, Chinese Journal of Geotechnical Engineering, 21, 666 Li, 2004, Study on the characteristics of deformation and strength of deep clay under triaxial high pressure unloading test, Journal of Engineering Geology, 12, 308 Hendron, 1963 Tang, 2006, Solution to initial horizontal stress and lateral earth pressure coefficient at rest by flat dilatometer tests, Chinese Journal of Geotechnical Engineering, 28, 2144 Sun, 2003 Zhang, 2004 Meng, 2007, Characteristics of stress-strain relation of remodeled expansive soils in direct shear test, Central South Highway Engineering, 32, 11 Miao, 1999, The relationship between strength and water content of expansive soil, Rock and Soil Mechanics, 20, 72 Nie, 2007, Analysis of the experimental parameter of remodeled soils physical and mechanical properties, Experimental Technology and Management, 24, 30 Nie, 1992, Discussion on the sample preparation in the soil laboratory test, Hydrogeology and Engineering Geology, 19, 44 Xu, 2007, Study on the test method of static earth pressure coefficient of deep soils, Journal of China University of Mining & Technology, 17, 330, 10.1016/S1006-1266(07)60099-6 Jie, 2006, Engineering properties of deep clay in Huang-Huai area, Industrial Construction, 36, 63 Zhou, 2007, Nonlinear elastic constitutive model of soil-structure interfaces under relatively high normal stress, Journal of China University of Mining & Technology, 17, 301, 10.1016/S1006-1266(07)60093-5