Abstract：In order to provide a reliable basis for the repair work of ruin，the basic characteristics of the artificial ruin soil which was mixed with the glutinous rice syrup were studied. The electron microscopy，infiltration，confining compression，static triaxial and dynamic triaxial tests were carried out. The different weight ratios of soil and glutinous rice syrup with the same glutinous rice slurry concentration and the different glutinous rice slurry concentrations with the same weight ratio of soil and glutinous rice syrup were considered. The microstructure characteristics，permeability，compressibility，deformation and structural parameters，the static and dynamic strengths of the artificial ruins soil were studied. In the artificial ruins soil，the pore arrangements are directional with the more macro pores. The permeability coefficient is decreased with the increasing of the content of glutinous rice syrup. Under the conditions of same dry density and same weight ratio of soil to glutinous rice syrup，the compression index of artificial ruins soil with the glutinous rice with density of 1.04 g/cm3 is the minimum and the compression modulus is the maximum. Under the same pressure，the structural parameter is the highest. With the increasing of the density or quality of glutinous rice paste，there is a peak value of the cohesion c，but the friction angle is continuously decreasing. There are also peak values for other parameters. Glutinous rice paste increase the dynamic strength and damping ratio，but the dynamic modulus changes a little. So the optimal ratio of the density of glutinous rice paste is 1.04 g/cm3，and the optimal mass ratio is 90∶10.
2016, Vol. 35 
