Unconfined compressive strength of phosphogypsum/lignin solidified lead contaminated soil
Civil Engineering|更新时间:2025-11-14
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Unconfined compressive strength of phosphogypsum/lignin solidified lead contaminated soil
“The latest research has found that phosphogypsum and lignin can effectively solidify lead contaminated soil, improve soil strength, reduce destructive strain, and provide a new approach for soil remediation.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 1, Pages: 89-99(2025)
作者机构:
1.西北农林科技大学,水利与建筑工程学院,陕西 杨凌712100
2.西北农林科技大学,岩土工程研究所/特殊岩土博物馆,陕西 杨凌712100
作者简介:
ZHAO Zhi (1999- ), main research interests: engineering properties of special soil and its improvement technology, E-mail: zhaozhi19990123@163.com.
YANG Xiujuan (corresponding author), associate professor, E-mail: ylinyu@163.com.
基金信息:
National Natural Science Foundation of China(52079116;51579215);Fundamental Research Funds for Central Universities(2452019062)
ZHAO Zhi,YANG Xiujuan,SHI Qinghong,et al.Unconfined compressive strength of phosphogypsum/lignin solidified lead contaminated soil[J].Journal of Civil and Environmental Engineering,2025,47(01):89-99.
ZHAO Zhi,YANG Xiujuan,SHI Qinghong,et al.Unconfined compressive strength of phosphogypsum/lignin solidified lead contaminated soil[J].Journal of Civil and Environmental Engineering,2025,47(01):89-99. DOI: 10.11835/j.issn.2096-6717.2022.114.
Unconfined compressive strength of phosphogypsum/lignin solidified lead contaminated soil