[Objective] The research aimed to provide basic files and theoretical guidance for constructing sluicing-siltation dam using soil with high clay content soil. [Method] The soils of Dagou basin near Xiwu Village of Baishui County, Shaanxi Province were taken as experimental materials. pvc pipes with same height and diameter were used to construct testing model for dynamically determining settlement, shear strength, wet density of grouting bulk under 2 different grouting speeds (15 cm/d and 25 cm/d).[Result] Under different grouting speeds, general change trend was similar during grouting course. The subsidence, deformation, shear strength and wet density increased with the increase of grouting speed. Five or six days after grouting, daily displacement under 25 cm/d grouting speed was fewer than that under 15 cm/d grouting speed.[Conclusion] The increase of grouting speed could shorten the time for reaching the same subsidence, deformation, shear strength and wet density and increased displacement at the initial stage of grouting, however, with the increase of grouting time, lower grouting bulk was bad for displacement at later grouting period because it was near impermeable layer.