相比于不掺纳米材料的控制组，掺加纳米材料的水泥浆体系在水化6小时内部孔

Compared to the control group not mixed with nanomaterials, adding slurry system nanomaterials hydration inner apertures 6 hours up to 0.2 microns and pore size distribution of the control group at this time is 2 hours and hydration almost no change, it should still in the induction period, and the grout has now contains nanomaterials into the accelerated phase.

Compared with the control group without nanomaterials, the hydrocement system of Ghanaian rice material has a maximum internal aperture of 0.2 microns in the waterization of 6 hours, while the control group and hydrant 2 hours aperture distribution of 2 hours have almost no change, should still be in the induction period, at this time the cement slurry containing nanomaterials has entered the acceleration period.

Compared with the control group without nano materials, the maximum pore size of the cement slurry system with nano materials is 0.2 μ m within 6 hours of hydration, while the pore size distribution of the control group and 2 hours of hydration is almost unchanged at this time, which should still be in the induction period, while the cement slurry containing nano materials has entered the acceleration period.<br>