辽宁工程技术大学学报(自然科学版)2023,Vol.42Issue(6):701-706,6.DOI:10.11956/j.issn.1008-0562.2023.06.009
盐溶液作用下地聚物固稳铬污染土强度及毒性浸出特性
Strength and toxic leaching characteristics of geosynthetically stabilized chromium-contaminated soils under the action of salt solutions
摘要
Abstract
Aiming at the problem of poor durability of traditional curing agent in solidified and stabilized contaminated soil,the strength characteristics and chloride ion leaching characteristics of Cr contaminated soil solidified by geopolymer curing agent under the erosion of NaCl solution were investigated through experiments.Compared with the cement curing agent,the results show that the geopolymer curing agent has better corrosion resistance;the unconfined compressive strength of geopolymer stabilized soil is always higher than that of cement stabilized soil,and the leaching concentration of total Cr and Cr(Ⅵ)is always lower than that of cement stabilized soil.The research conclusions can provide reference for the solidification stability of contaminated soil.关键词
铬污染土/地聚物/固化/NaCl侵蚀/强度特性/浸出特性Key words
chromium-contaminated soil/geopolymer/solidification/erosion of NaCl/strength properties/leaching characteristics分类
资源环境引用本文复制引用
刘宝勇,郑晶伦,何志勇..盐溶液作用下地聚物固稳铬污染土强度及毒性浸出特性[J].辽宁工程技术大学学报(自然科学版),2023,42(6):701-706,6.基金项目
国家自然科学基金项目(52374205) (52374205)