These tools will no longer be maintained as of December 31, 2024. Archived website can be found here. PubMed4Hh GitHub repository can be found here. Contact NLM Customer Service if you have questions.
144 related articles for article (PubMed ID: 38730889)
1. Effects of Temperature, Ionic Strength and Humic Acid on the Transport of Graphene Oxide Nanoparticles in Geosynthetic Clay Liner. Liu Y; Jiang T Materials (Basel); 2024 Apr; 17(9):. PubMed ID: 38730889 [TBL] [Abstract][Full Text] [Related]
2. Factors controlling transport of graphene oxide nanoparticles in saturated sand columns. Qi Z; Zhang L; Wang F; Hou L; Chen W Environ Toxicol Chem; 2014 May; 33(5):998-1004. PubMed ID: 24453090 [TBL] [Abstract][Full Text] [Related]
3. Transport and retention of graphene oxide nanoparticles in sandy and carbonaceous aquifer sediments: Effect of physicochemical factors and natural biofilm. Ramazanpour Esfahani A; Batelaan O; Hutson JL; Fallowfield HJ J Environ Manage; 2021 Jan; 278(Pt 1):111419. PubMed ID: 33126193 [TBL] [Abstract][Full Text] [Related]
4. Transport of graphene oxide nanoparticles in saturated sandy soil. Qi Z; Zhang L; Chen W Environ Sci Process Impacts; 2014; 16(10):2268-77. PubMed ID: 25181756 [TBL] [Abstract][Full Text] [Related]
5. Enhanced transport of phenanthrene and 1-naphthol by colloidal graphene oxide nanoparticles in saturated soil. Qi Z; Hou L; Zhu D; Ji R; Chen W Environ Sci Technol; 2014 Sep; 48(17):10136-44. PubMed ID: 25099876 [TBL] [Abstract][Full Text] [Related]
6. Stability and Transport of Graphene Oxide Nanoparticles in Groundwater and Surface Water. Lanphere JD; Rogers B; Luth C; Bolster CH; Walker SL Environ Eng Sci; 2014 Jul; 31(7):350-359. PubMed ID: 25053876 [TBL] [Abstract][Full Text] [Related]
7. Effect of bacteria and virus on transport and retention of graphene oxide nanoparticles in natural limestone sediments. Ramazanpour Esfahani A; Batelaan O; Hutson JL; Fallowfield HJ Chemosphere; 2020 Jun; 248():125929. PubMed ID: 32014635 [TBL] [Abstract][Full Text] [Related]
8. Hydraulic conductivity of novel geosynthetic clay liner to bauxite liquor from China: Modified fluid loss test evaluation. Yang YL; You XY; Chen JN; Fu XL; Du YJ J Environ Manage; 2022 Aug; 316():115208. PubMed ID: 35550957 [TBL] [Abstract][Full Text] [Related]
9. Effect of temperature on hydration of geosynthetic clay liners in landfills. Barclay A; Rayhani MT Waste Manag Res; 2013 Mar; 31(3):265-72. PubMed ID: 23315362 [TBL] [Abstract][Full Text] [Related]
10. Biofilms and extracellular polymeric substances mediate the transport of graphene oxide nanoparticles in saturated porous media. Jian-Zhou H; Cheng-Cheng L; Deng-Jun W; Zhou DM J Hazard Mater; 2015 Dec; 300():467-474. PubMed ID: 26223021 [TBL] [Abstract][Full Text] [Related]
12. Effects of solution chemistry on the transport of graphene oxide in saturated porous media. Lanphere JD; Luth CJ; Walker SL Environ Sci Technol; 2013 May; 47(9):4255-61. PubMed ID: 23528133 [TBL] [Abstract][Full Text] [Related]
13. Factors affecting the hydraulic performance of a geosynthetic clay liner overlap. Weerasinghe IA; Gallage C; Dawes L; Kendall P J Environ Manage; 2020 Oct; 271():110978. PubMed ID: 32778277 [TBL] [Abstract][Full Text] [Related]
14. Inhibited transport of graphene oxide nanoparticles in granular quartz sand coated with Bacillus subtilis and Pseudomonas putida biofilms. He JZ; Wang DJ; Fang H; Fu QL; Zhou DM Chemosphere; 2017 Feb; 169():1-8. PubMed ID: 27855326 [TBL] [Abstract][Full Text] [Related]
15. Effects of surfactants on graphene oxide nanoparticles transport in saturated porous media. Fan W; Jiang X; Lu Y; Huo M; Lin S; Geng Z J Environ Sci (China); 2015 Sep; 35():12-19. PubMed ID: 26354687 [TBL] [Abstract][Full Text] [Related]
16. An analytical model for solute transport through a GCL-based two-layered liner considering biodegradation. Guan C; Xie HJ; Wang YZ; Chen YM; Jiang YS; Tang XW Sci Total Environ; 2014 Jan; 466-467():221-31. PubMed ID: 23906856 [TBL] [Abstract][Full Text] [Related]
17. Modeling the Salinity Effect on the Water Retention Curve of Geosynthetic Clay Liner (GCL) on the Drying Path. Zeng Z; Lu Y; Wan T; Lin S; Nong X; Sun J Materials (Basel); 2023 Aug; 16(15):. PubMed ID: 37570174 [TBL] [Abstract][Full Text] [Related]
18. Modification of bentonite with black cotton soil and carboxyl methyl cellulose for the enhancement of hydraulic performance of geosynthetic clay liners. Syed Masoodhu S; Natarajan N; Vasudevan M Water Sci Technol; 2024 Apr; 89(7):1846-1859. PubMed ID: 38619907 [TBL] [Abstract][Full Text] [Related]
19. Performance of a Geosynthetic-Clay-Liner Cover System at a Cu/Zn Mine Tailings Impoundment. Pakostova E; Schmall AJ; Holland SP; White H; Ptacek CJ; Blowes DW Appl Environ Microbiol; 2020 Apr; 86(8):. PubMed ID: 32033946 [TBL] [Abstract][Full Text] [Related]
20. Transient analytical solution for one-dimensional transport of organic contaminants through GM/GCL/SL composite liner. Feng SJ; Peng MQ; Chen ZL; Chen HX Sci Total Environ; 2019 Feb; 650(Pt 1):479-492. PubMed ID: 30199692 [TBL] [Abstract][Full Text] [Related] [Next] [New Search]