为了探究不同类型土壤固化剂在尾矿干堆应用的可行性,选取了有机类(A:环氧树脂E51+环氧树脂固化剂W93与B:环氧树脂E51+环氧树脂固化剂T31)、无机类(C:水玻璃+氯化钙与D:水玻璃+五水硫酸铜+硫酸铝钾)与生物酶类(E:FRT与F:DS)固化剂开展室内试验,对固结后的硬度指标进行测试,并对固化剂的抗高温性能、抗风性能与抗水性能进行试验研究。结果表明:喷洒固化剂的砂模表层会形成一定硬度的壳体;所有固化剂的抗高温效果良好;喷洒了C、D固化剂的砂模在风吹后的质量损失率较其余固化剂的大;B、F的抗水性能在所有固化剂中的效果最好。
In order to study the feasibility of applying different types of soil stabilizer in dry- tailing stacking,several stabilizers of organic( A: epoxy resin E51 + epoxy resin curing agent W93 and B: epoxy resin E51 + epoxy resin curing agent T31),inorganic( C: sodium silicate + calcium chloride and D: sodium silicate + copper sulfate pentahydrate + aluminium potassium sulfate) and biological enzyme( E: FRT and F: DS) were chosen to carry out laboratory test. The hardness indexes after curing were tested,moreover,the performance of wind- resistance,water- resistant and high temperature- resistant were researched. The results showed that the surface of sand mould being sprayed by stabilizer formed a shell with a certain hardness,and the high temperature- resistant performance of all stabilizers were fine. After wind blowing,the mass loss rate of sand mould being sprayed by stabilizer C and D were larger than others. The water- resistant performance of stabilizer B and F were the best in all stabilizers.