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.


BIOMARKERS

Molecular Biopsy of Human Tumors

- a resource for Precision Medicine *

138 related articles for article (PubMed ID: 38619907)

  • 1. 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]  

  • 2. 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]  

  • 3. Effect of incineration ash leachates on the hydraulic conductivity of bentonite-polymer composite geosynthetic clay liners.
    Wireko C; Abichou T; Tian K; Zainab B; Zhang Z
    Waste Manag; 2022 Feb; 139():25-38. PubMed ID: 34929416
    [TBL] [Abstract][Full Text] [Related]  

  • 4. The swelling performance of raw and modified bentonite of geosynthetic clay liner as the leachate barrier exposed to the synthetic E-waste leachate.
    Mooshaee MR; Sabour M; Kamza E
    Heliyon; 2022 Dec; 8(12):e11937. PubMed ID: 36506357
    [TBL] [Abstract][Full Text] [Related]  

  • 5. A parametric study on hydraulic conductivity and self-healing properties of geotextile clay liners used in landfills.
    Parastar F; Hejazi SM; Sheikhzadeh M; Alirezazadeh A
    J Environ Manage; 2017 Nov; 202(Pt 1):29-37. PubMed ID: 28715679
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Hydraulic conductivity of geosynthetic clay liners to trona ash leachate: Effects of mass per unit area, bundles of fiber existence, and preydration conditions.
    Demir Sürer AI; Özdamar Kul T; Hakan Ören A
    Waste Manag; 2024 Feb; 174():351-361. PubMed ID: 38091659
    [TBL] [Abstract][Full Text] [Related]  

  • 7. 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]  

  • 8. 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]  

  • 9. Effect of solid waste landfill leachate contaminants on hydraulic conductivity of landfill liners.
    Özçoban MŞ; Acarer S; Tüfekci N
    Water Sci Technol; 2022 Mar; 85(5):1581-1599. PubMed ID: 35290233
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Hydraulic conductivity of GCL overlap permeated with saline solutions.
    Gastelo J; Li D; Tian K; Tanyu BF; Erol Guler F
    Waste Manag; 2023 Feb; 157():348-356. PubMed ID: 36623345
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Effect of overburden confining stress on hydraulic performance of geosynthetic clay liners (GCLs).
    Weerasinghe IA; Gallage C; Dawes L
    Heliyon; 2021 Jan; 7(1):e05770. PubMed ID: 33458440
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Long term chemo-hydro-mechanical behavior of compacted soil bentonite polymer complex submitted to synthetic leachate.
    Razakamanantsoa AR; Djeran-Maigre I
    Waste Manag; 2016 Jul; 53():92-104. PubMed ID: 27156365
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Tests for the evaluation of ammonium attenuation in MSW landfill leachate by adsorption into bentonite in a landfill liner.
    Pivato A; Raga R
    Waste Manag; 2006; 26(2):123-32. PubMed ID: 15936935
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Index Properties, Hydraulic Conductivity and Contaminant-Compatibility of CMC-Treated Sodium Activated Calcium Bentonite.
    Fan RD; Reddy KR; Yang YL; Du YJ
    Int J Environ Res Public Health; 2020 Mar; 17(6):. PubMed ID: 32183048
    [TBL] [Abstract][Full Text] [Related]  

  • 15. The need to consider the service life of all components of a modern MSW landfill liner system.
    Kerry Rowe R; Reinert J; Li Y; Awad R
    Waste Manag; 2023 Apr; 161():43-51. PubMed ID: 36863209
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Fate and Transport of Coronavirus Surrogate through Compacted Clays for Pathogenic Waste Disposal.
    Yadav H; Tadikonda BV; Gaurav S; Kumar S
    Langmuir; 2023 Jun; 39(23):8042-8054. PubMed ID: 37248073
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Development of a novel base liner material for offshore final disposal sites and the assessment of its hydraulic conductivity.
    Xu X; Liu X; Oh M; Park J
    Waste Manag; 2020 Feb; 102():190-197. PubMed ID: 31678805
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Geosynthetic clay liners shrinkage under simulated daily thermal cycles.
    Sarabadani H; Rayhani MT
    Waste Manag Res; 2014 Jun; 32(6):543-50. PubMed ID: 24718363
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Characterization of humic substances in landfill leachate and impact on the hydraulic conductivity of geosynthetic clay liners.
    Han YS; Lee JY; Miller CJ; Franklin L
    Waste Manag Res; 2009 May; 27(3):233-41. PubMed ID: 19423593
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Improvement of attenuation functions of a clayey sandstone for landfill leachate containment by bentonite addition.
    Ruiz AI; Fernández R; Sánchez Jiménez N; Rodríguez Rastrero M; Regadío M; de Soto IS; Cuevas J
    Sci Total Environ; 2012 Mar; 419():81-9. PubMed ID: 22285080
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 7.