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 *

120 related articles for article (PubMed ID: 38390157)

  • 1. Effect of filtering method on the pH measurement of cement mortar in ex-situ leaching.
    Loh PY; Shafigh P; Katman HY; Ibrahim Z
    Heliyon; 2024 Feb; 10(4):e25859. PubMed ID: 38390157
    [TBL] [Abstract][Full Text] [Related]  

  • 2. New Sensors for Monitoring pH and Corrosion of Embedded Steel in Mortars during Sulfuric Acid Attack.
    Sampaio R; Bastos A; Ferreira M
    Sensors (Basel); 2022 Jul; 22(14):. PubMed ID: 35891035
    [TBL] [Abstract][Full Text] [Related]  

  • 3. Corrosion sensor for monitoring the service condition of chloride-contaminated cement mortar.
    Lu S; Ba HJ
    Sensors (Basel); 2010; 10(4):4145-58. PubMed ID: 22319347
    [TBL] [Abstract][Full Text] [Related]  

  • 4. Environmental and technical assessments of the potential utilization of sewage sludge ashes (SSAs) as secondary raw materials in construction.
    Chen M; Blanc D; Gautier M; Mehu J; Gourdon R
    Waste Manag; 2013 May; 33(5):1268-75. PubMed ID: 23415711
    [TBL] [Abstract][Full Text] [Related]  

  • 5. Effect of Surface Treatment of Polypropylene (PP) Fiber on the Sulfate Corrosion Resistance of Cement Mortar.
    Hu Y; Ma L
    Materials (Basel); 2021 Jul; 14(13):. PubMed ID: 34279262
    [TBL] [Abstract][Full Text] [Related]  

  • 6. Radon exhalation from cement-based materials under accelerated carbonation.
    Yang R; Wang J; Zhang X; Li J; Chen M
    Environ Sci Pollut Res Int; 2023 Apr; 30(17):50610-50619. PubMed ID: 36797391
    [TBL] [Abstract][Full Text] [Related]  

  • 7. Experimental assessment of cement hydration and leaching characteristics for waste-to-energy bottom ash mixed with concrete.
    An J; Nam BH; Cho BH; Eun J
    J Air Waste Manag Assoc; 2021 Jul; 71(7):906-922. PubMed ID: 33818306
    [TBL] [Abstract][Full Text] [Related]  

  • 8. Application of Nano-SiO₂ and Nano-Fe₂O₃ for Protection of Steel Rebar in Chloride Contaminated Concrete: Epoxy Nanocomposite Coatings and Nano-Modified Mortars.
    Nguyen TA; Nguyen TH; Pham TL; Dinh TMTD; Thai H; Shi X
    J Nanosci Nanotechnol; 2017 Jan; 17(1):427-36. PubMed ID: 29624293
    [TBL] [Abstract][Full Text] [Related]  

  • 9. Corrosion Resistance of Shape Recoverable Fe-17Mn-5Si-5Cr Alloy in Concrete Structures.
    Joo J; Kang M; Shin D; Seo E; Kim D; Yeon Y; Hong K; Lee W; Lee J
    Materials (Basel); 2020 Dec; 13(23):. PubMed ID: 33291561
    [TBL] [Abstract][Full Text] [Related]  

  • 10. The Performance of Concrete Made with Secondary Products-Recycled Coarse Aggregates, Recycled Cement Mortar, and Fly Ash-Slag Mix.
    Kalinowska-Wichrowska K; Pawluczuk E; Bołtryk M; Jimenez JR; Fernandez-Rodriguez JM; Suescum Morales D
    Materials (Basel); 2022 Feb; 15(4):. PubMed ID: 35207975
    [TBL] [Abstract][Full Text] [Related]  

  • 11. The Mechanism of Anticorrosion Performance and Mechanical Property Differences between Seawater Sea-Sand and Freshwater River-Sand Ultra-High-Performance Polymer Cement Mortar (UHPC).
    Li T; Sun X; Shi F; Zhu Z; Wang D; Tian H; Liu X; Lian X; Bao T; Hou B
    Polymers (Basel); 2022 Jul; 14(15):. PubMed ID: 35956621
    [TBL] [Abstract][Full Text] [Related]  

  • 12. Tungsten - Tungsten Trioxide Electrodes for the Long-term Monitoring of Corrosion Processes in Highly Alkaline Media and Concrete-based Materials.
    Kolar M; Doliška A; Svegl F; Kalcher K
    Acta Chim Slov; 2010 Dec; 57(4):813-20. PubMed ID: 24061882
    [TBL] [Abstract][Full Text] [Related]  

  • 13. In situ measurement of Cl- concentrations and pH at the reinforcing steel/concrete interface by combination sensors.
    Du RG; Hu RG; Huang RS; Lin CJ
    Anal Chem; 2006 May; 78(9):3179-85. PubMed ID: 16643011
    [TBL] [Abstract][Full Text] [Related]  

  • 14. Material Performance and Animal Clinical Studies on Performance-Optimized Hwangtoh Mixed Mortar and Concrete to Evaluate Their Mechanical Properties and Health Benefits.
    Koo BM; Kim JJ; Kim TK; Kim BY
    Materials (Basel); 2015 Sep; 8(9):6257-6276. PubMed ID: 28793563
    [TBL] [Abstract][Full Text] [Related]  

  • 15. A Two-Year Evaluation of Corrosion-Induced Damage to Hot Galvanized Reinforcing Steel B500SP in Chloride Contaminated Concrete.
    Jaśniok M; Sozańska M; Kołodziej J; Chmiela B
    Materials (Basel); 2020 Jul; 13(15):. PubMed ID: 32722437
    [TBL] [Abstract][Full Text] [Related]  

  • 16. Development of a Novel Methodology to Assess the Corrosion Threshold in Concrete Based on Simultaneous Monitoring of pH and Free Chloride Concentration.
    Femenias YS; Angst U; Moro F; Elsener B
    Sensors (Basel); 2018 Sep; 18(9):. PubMed ID: 30223507
    [TBL] [Abstract][Full Text] [Related]  

  • 17. Use of Cement Mortar Incorporating Superabsorbent Polymer as a Passive Fire-Protective Layer.
    Jamnam S; Sua-Iam G; Maho B; Pianfuengfoo S; Sappakittipakorn M; Zhang H; Limkatanyu S; Sukontasukkul P
    Polymers (Basel); 2022 Dec; 14(23):. PubMed ID: 36501660
    [TBL] [Abstract][Full Text] [Related]  

  • 18. Experimental Investigation on the Effects of Mineral Water Composition on the Leaching of Cement-Based Materials.
    Pouyanne A; Boudache S; Hilloulin B; Loukili A; Roziere E
    Materials (Basel); 2024 Mar; 17(7):. PubMed ID: 38612063
    [TBL] [Abstract][Full Text] [Related]  

  • 19. Corrosion Monitoring of Reinforced Steel Embedded in Cement Mortar under Wet-And-Dry Cycles by Electrochemical Impedance Spectroscopy.
    Kim JK; Kee SH; Futalan CM; Yee JJ
    Sensors (Basel); 2019 Dec; 20(1):. PubMed ID: 31905855
    [TBL] [Abstract][Full Text] [Related]  

  • 20. Evaluation of heavy metal leaching from coal ash-versus conventional concrete monoliths and debris.
    Gwenzi W; Mupatsi NM
    Waste Manag; 2016 Mar; 49():114-123. PubMed ID: 26764133
    [TBL] [Abstract][Full Text] [Related]  

    [Next]    [New Search]
    of 6.