A
saline soil solidifying method is disclosed, whose basal principle uses the reaction of
salinity producing katogene and added
firming agent to generate a dilatability outcome yield, which allows the dilatability destroy to take place ahead, the dilatability structure becomes dense from loose by pressing dense, finally the gel component cements the
saline soil. The used
firming agent includes component i (aluminiferous component),
component ii (
calcium containing component), component iii (cementing component, with a slower generating velocity), and the doped amount is 1-30% of the
mass of the
saline soil. The usage mode of the
firming agent includes stirring component i,
component ii and the saline soil and waiting for 1-30d,
doping in component iii after pressing, which can be used as road
bed, pavement, or producing saline soil
brick; simultaneously adding component i,
component ii and component iii in the saline soil, pressing after waiting for 1-20d, which can be used as road
bed, pavement, or producing saline soil
brick; and also being capable of taking component i, component ii and component iii as firming agent of deep layer padding process and the like for deep consolidation of salination land base.