Several new-style soil consolidator are int roduced according to the loess properties of Guanzhong area in Shaanxi Province.The capacities of the soils mixed with stabilizers were tested

including compaction

unconfined compression strength

seepage and frozen-thawing.The results indicated that their optimal water content decreased;maximum dry density increased;and the compression characteristics had significant effects after the soils were mixed with soil consolidators;the intensities of the soils inundated in water

after 28 days

were separated from 0～3.37 MPa;the seepage modulus is between 8.59×10-6～1. 81×10-7cm/s;and the frozen-thawing times were also different

the ultimate up to 20 times.In short

when stabilized soil is directly used as channel face seepage cont rol material

its endurance is worse than concrete

but it is possible to be used as secondary grade seepage control of canal.