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 *

197 related articles for article (PubMed ID: 32090181)

  • 1. Improving the characteristics of dispersive subgrade soils using lime.
    Gidday BG; Mittal S
    Heliyon; 2020 Feb; 6(2):e03384. PubMed ID: 32090181
    [TBL] [Abstract][Full Text] [Related]  

  • 2. Experimental and numerical assessment of efficacy of lime stabilized capping material in controlling swelling displacements within flexible pavement embankments.
    Anaokar M; Mhaiskar S
    Heliyon; 2020 Sep; 6(9):e04961. PubMed ID: 33005788
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Application of the dynamic cone penetrometer test for determining the geotechnical characteristics of marl soils treated by lime.
    Vakili AH; Salimi M; Shamsi M
    Heliyon; 2021 Sep; 7(9):e08062. PubMed ID: 34622066
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Road Pavement Thickness and Construction Depth Optimization Using Treated and Untreated Artificially-Synthesized Expansive Road Subgrade Materials with Varying Plasticity Index.
    Amakye SYO; Abbey SJ; Booth CA; Oti J
    Materials (Basel); 2022 Apr; 15(8):. PubMed ID: 35454466
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Numerical analysis of lime stabilized capping under embankments based on expansive subgrades.
    Anaokar M; Mhaiskar S
    Heliyon; 2019 Sep; 5(9):e02473. PubMed ID: 31687568
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Laboratory Experiments and Numerical Simulation Study of Composite-Material-Modified Loess Improving High-Speed Railway Subgrade.
    Luo L; Wang X; Xue C; Wang D; Lian B
    Polymers (Basel); 2022 Aug; 14(15):. PubMed ID: 35956729
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Subgrade soils characterization data, for correlation of geotechnical variables on urban roads in northern Colombia.
    Wilches FJ; Burbano JLA; Sierra EEC
    Data Brief; 2020 Oct; 32():106095. PubMed ID: 32793782
    [TBL] [Abstract][Full Text] [Related]  

  • 8. The experimental procedures of sand and lime as base soil stabilization materials on the modified proctor values for flexible pavement construction.
    Novianto D; Rochman T
    MethodsX; 2023 Dec; 11():102473. PubMed ID: 38047158
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Modeling the influence of lime on the unconfined compressive strength of reconstituted graded soil using advanced machine learning approaches for subgrade and liner applications.
    Guo X; Garcia C; Andrade Valle AI; Onyelowe K; Zarate Villacres AN; Ebid AM; Hanandeh S
    PLoS One; 2024; 19(4):e0301075. PubMed ID: 38564619
    [TBL] [Abstract][Full Text] [Related]  

  • 10. Improving Weak Subgrade Soil Using Different Additives.
    Eisa MS; Basiouny ME; Mohamady A; Mira M
    Materials (Basel); 2022 Jun; 15(13):. PubMed ID: 35806601
    [TBL] [Abstract][Full Text] [Related]  

  • 11. Sludge ash/hydrated lime on the geotechnical properties of soft soil.
    Lin DF; Lin KL; Hung MJ; Luo HL
    J Hazard Mater; 2007 Jun; 145(1-2):58-64. PubMed ID: 17141407
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Hydrophobic Effect of Soil Stabilization for a Sustainable Subgrade Soil Improvement.
    Ezreig AMA; Mohamad Ismail MA; Ehwailat KIA
    Materials (Basel); 2022 Apr; 15(9):. PubMed ID: 35591422
    [TBL] [Abstract][Full Text] [Related]  

  • 13. Estimating the strength of soil stabilized with cement and lime at optimal compaction using ensemble-based multiple machine learning.
    Onyelowe KC; Moghal AAB; Ebid A; Rehman AU; Hanandeh S; Priyan V
    Sci Rep; 2024 Jul; 14(1):15308. PubMed ID: 38961241
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Experimental investigations on physico-mechanical properties of kaolinite clay soil stabilized at optimum silica fume content using clamshell ash and lime.
    Zaini MSI; Hasan M; Almuaythir S; Hyodo M
    Sci Rep; 2024 May; 14(1):10995. PubMed ID: 38745097
    [TBL] [Abstract][Full Text] [Related]  

  • 15. Experimental study on potential suitability of natural lime and waste ceramic dust in modifying properties of highly plastic clay.
    Beyene A; Tesfaye Y; Tsige D; Sorsa A; Wedajo T; Tesema N; Mekuria G
    Heliyon; 2022 Oct; 8(10):e10993. PubMed ID: 36276730
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Performance Evaluation of Tunnel-Slag-Improved High Liquid Limit Soil in Subgrade: A Case Study.
    Zheng X; Shao Z; Zhao N; Li C; Wu K
    Materials (Basel); 2022 Mar; 15(5):. PubMed ID: 35269208
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Behaviour and Microstructural Characteristics of Lime-GGBS-Treated Kaolin Clay Contaminated with Gypsum.
    Jeremiah JJ; Abbey SJ; Booth CA; Kashyap A
    Materials (Basel); 2023 Jan; 16(2):. PubMed ID: 36676611
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Effect of cations and anions on flocculation of dispersive clayey soils.
    Abbaslou H; Hadifard H; Ghanizadeh AR
    Heliyon; 2020 Feb; 6(2):e03462. PubMed ID: 32140585
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Enhancing clayey soil performance with lime and waste rubber tyre powder: Mechanical, microstructural, and statistical analysis.
    Haq M; Khan MA; Ali S; Ali K; Yusuf M; Kamyab H; Irshad K
    Environ Res; 2024 Sep; 256():119217. PubMed ID: 38788788
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Strength performance of low-bearing-capacity clayey soils stabilized with ladle furnace slag.
    Espinosa AB; Revilla-Cuesta V; Skaf M; Serrano-López R; Ortega-López V
    Environ Sci Pollut Res Int; 2023 Sep; 30(45):101317-101342. PubMed ID: 37648914
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 10.