Xian-Lei Fu, Zhe-Yuan Jiang, Min Wang, Hao Ni, Yan-Jun Du
{"title":"通过复合聚合物改性提高土工合成粘土衬里对铝土矿液的密封性能","authors":"Xian-Lei Fu, Zhe-Yuan Jiang, Min Wang, Hao Ni, Yan-Jun Du","doi":"10.1016/j.enggeo.2025.108189","DOIUrl":null,"url":null,"abstract":"<div><div>Polymer amended geosynthetic clay liners (GCLs) have exhibited substantial semipermeable membrane behavior in singe-species salt solution. However, very few studies have evaluated the membrane and diffusion behavior of polymer amended GCLs in multi-species leachates. This study investigated the membrane and diffusion behavior of novel composite polymer amended GCL (referred to as PHGCL) using diluted and fresh bauxite liquors as the testing liquids. The membrane efficiency coefficient (<em>ω</em>), effective diffusion coefficient (<em>D</em>*), retardation factor (<em>R</em><sub>d</sub>) of PHGCL were evaluated. Conventional (unamended) GCL was tested as control. The results revealed that PHGCL exhibited significantly higher <em>ω</em> ranging from 0.435 to 0.005, which was approximately 1.7–2.5 times of that for the unamended GCLs. The composite polymer amendment reduced the <em>D</em>* of K<sup>+</sup>, Ca<sup>2+</sup>, Na<sup>+</sup>, Al<sup>3+</sup>, and Pb<sup>2+</sup> migrating through the GCLs, and the reductions were relatively limited (≤ 14.2 %). Conversely, the <em>R</em><sub>d</sub> of PHGCL was markedly elevated with the maximum increase reaching 91.6 % as compared to the unamended GCL. Comparative analysis indicated that when exposed to single-species salt solutions, multivalent cations migrating through the GCLs generally possessed higher <em>D</em>* than monovalent cations. However, in multi-species solutions, monovalent cations showed higher <em>D</em>*, as their diffusion is primarily governed by their free-solution diffusion coefficients.</div></div>","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"354 ","pages":"Article 108189"},"PeriodicalIF":8.4000,"publicationDate":"2025-06-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enhancing containment performance of geosynthetic clay liner to bauxite liquor via composite polymer amendment\",\"authors\":\"Xian-Lei Fu, Zhe-Yuan Jiang, Min Wang, Hao Ni, Yan-Jun Du\",\"doi\":\"10.1016/j.enggeo.2025.108189\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Polymer amended geosynthetic clay liners (GCLs) have exhibited substantial semipermeable membrane behavior in singe-species salt solution. However, very few studies have evaluated the membrane and diffusion behavior of polymer amended GCLs in multi-species leachates. This study investigated the membrane and diffusion behavior of novel composite polymer amended GCL (referred to as PHGCL) using diluted and fresh bauxite liquors as the testing liquids. The membrane efficiency coefficient (<em>ω</em>), effective diffusion coefficient (<em>D</em>*), retardation factor (<em>R</em><sub>d</sub>) of PHGCL were evaluated. Conventional (unamended) GCL was tested as control. The results revealed that PHGCL exhibited significantly higher <em>ω</em> ranging from 0.435 to 0.005, which was approximately 1.7–2.5 times of that for the unamended GCLs. The composite polymer amendment reduced the <em>D</em>* of K<sup>+</sup>, Ca<sup>2+</sup>, Na<sup>+</sup>, Al<sup>3+</sup>, and Pb<sup>2+</sup> migrating through the GCLs, and the reductions were relatively limited (≤ 14.2 %). Conversely, the <em>R</em><sub>d</sub> of PHGCL was markedly elevated with the maximum increase reaching 91.6 % as compared to the unamended GCL. Comparative analysis indicated that when exposed to single-species salt solutions, multivalent cations migrating through the GCLs generally possessed higher <em>D</em>* than monovalent cations. However, in multi-species solutions, monovalent cations showed higher <em>D</em>*, as their diffusion is primarily governed by their free-solution diffusion coefficients.</div></div>\",\"PeriodicalId\":11567,\"journal\":{\"name\":\"Engineering Geology\",\"volume\":\"354 \",\"pages\":\"Article 108189\"},\"PeriodicalIF\":8.4000,\"publicationDate\":\"2025-06-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Geology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0013795225002856\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Geology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013795225002856","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Enhancing containment performance of geosynthetic clay liner to bauxite liquor via composite polymer amendment
Polymer amended geosynthetic clay liners (GCLs) have exhibited substantial semipermeable membrane behavior in singe-species salt solution. However, very few studies have evaluated the membrane and diffusion behavior of polymer amended GCLs in multi-species leachates. This study investigated the membrane and diffusion behavior of novel composite polymer amended GCL (referred to as PHGCL) using diluted and fresh bauxite liquors as the testing liquids. The membrane efficiency coefficient (ω), effective diffusion coefficient (D*), retardation factor (Rd) of PHGCL were evaluated. Conventional (unamended) GCL was tested as control. The results revealed that PHGCL exhibited significantly higher ω ranging from 0.435 to 0.005, which was approximately 1.7–2.5 times of that for the unamended GCLs. The composite polymer amendment reduced the D* of K+, Ca2+, Na+, Al3+, and Pb2+ migrating through the GCLs, and the reductions were relatively limited (≤ 14.2 %). Conversely, the Rd of PHGCL was markedly elevated with the maximum increase reaching 91.6 % as compared to the unamended GCL. Comparative analysis indicated that when exposed to single-species salt solutions, multivalent cations migrating through the GCLs generally possessed higher D* than monovalent cations. However, in multi-species solutions, monovalent cations showed higher D*, as their diffusion is primarily governed by their free-solution diffusion coefficients.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.