黄 淼

本文研究了锂渣基软土固化剂加固软土的路用性能，通过试验探讨固化剂掺量对锂渣基软土固化剂固化土路用性能的影响规律，为工业固废锂渣的资源化利用和工程软土的处置提供了科学依据。试验结果表明：固化土的水稳系数随着锂渣基软土固化剂掺量的增加而增加；当锂渣基软土固化剂掺量为30%时，5次干湿循环后其强度残余系数均在70%以上，满足安全与稳定性要求；当锂渣基软土固化剂掺量为25%及30%时，5次干湿循环过程中固化土的质量损失率较稳定，分别在1.59%~2.26%和0.76%~1.24%之间浮动。

路用性能；锂渣；软土；固化剂掺量

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