0
views
0
recommends
+1 Recommend
0 collections
    0
    shares
      • Record: found
      • Abstract: found
      • Article: found
      Is Open Access

      The influence of palm fiber reinforcement on the cement content of vegetated concrete substrate under the condition of equal strength

      research-article

      Read this article at

      Bookmark
          There is no author summary for this article yet. Authors can add summaries to their articles on ScienceOpen to make them more accessible to a non-specialist audience.

          Abstract

          Vegetated concrete substrate (VCS) is a kind of ecological cemented soil, which has very wide application prospect in high and steep rock slope eco-protection. Cement is an important component of VCS, but it has high energy consumption and environmental pollution. Fiber reinforcement plays an positive role in improving the mechanical properties of soil, and its use as a substitute for cement content in VCS under the condition of equal strength is rarely investigated. In this study, the unconsolidated-undrained (UU) triaxial compression test of unreinforced substrate as blank control samples (BCS) and reinforced substrate as fiber reinforced samples (FRS) were carried out. The test results showed that the stress-strain curve of VCS can be divided into compaction stage, elastic stage, plastic stage and strain hardening stage. The average peak strength increased by 34.3kPa, 53.6kPa, 218kPa and 81.8kPa as cement content of VCS was 0%,4%, 6% and 8%, respectively. The relationship between the peak strength and cement content of VCS could be better fit by Boltzmann function. The mathematical model of fiber instead of cement in VCS under the condition of equal strength was established. It is found that there is a critical point of cement content according to the mathematical model. The cement of VCS can be completely replaced by plam fiber as the cement content is less than the critical point. While the cement content is higher than the critical point, the cement of VCS can be partially replaced by plam fiber. The decrease of average cement content was 17.23%, 19.00%, 24.27% and 25.34% with 0.2%, 0.4%, 0.6% and 0.8% fiber content in reinforced substrate, respectively. The theoretical method and interpolation method for fiber substitute cement content of VCS under equal strength condition were proposed, which can provide technical guidance for ecological slope protection engineering practice of vegetated concrete.

          Related collections

          Most cited references26

          • Record: found
          • Abstract: found
          • Article: found
          Is Open Access

          Management of validation of HPLC method for determination of acetylsalicylic acid impurities in a new pharmaceutical product

          The work mainly focused on a validation of the method for determining the content of salicylic acid and individual unknown impurities in new pharmaceutical product—tablets containing: 75, 100 or 150 mg of acetylsalicylic acid and glycine in the amount of 40 mg for each dosage. The separation of the components was carried out by means of HPLC, using a Waters Symmetry C18 column (4.6 × 250 mm, 5 μm) as the stationary phase. The mobile phase consisted of a mixture of 85% orthophosphoric acid, acetonitrile and purified water (2:400:600 V/V/V). Detection was carried out at a wavelength of 237 nm, with a constant flow rate of 1.0 ml min −1 . In order to verify the method, linearity, precision (repeatability and reproducibility), accuracy, specificity, range, robustness, system precision, stability of the test and standard solution, limit of quantification and forced degradation were determined. Validation tests were performed in accordance with ICH (International Conference on Harmonisation of Technical Requirements for Registration of Pharmaceuticals for Human Use) guidelines. The method was validated successfully. It was confirmed that the method in a tested range of 0.005–0.40% salicylic acid with respect to acetylsalicylic acid content is linear, precise and accurate.
            Bookmark
            • Record: found
            • Abstract: not found
            • Article: not found

            Mechanical and durability properties of hybrid fiber reinforced foam concrete

              Bookmark
              • Record: found
              • Abstract: not found
              • Article: not found
              Is Open Access

              Effect of discrete fibre reinforcement on soil tensile strength

                Bookmark

                Author and article information

                Contributors
                Role: ConceptualizationRole: Funding acquisitionRole: Project administrationRole: Writing – original draft
                Role: Data curationRole: Supervision
                Role: Formal analysisRole: MethodologyRole: Project administrationRole: Writing – review & editing
                Role: InvestigationRole: Validation
                Role: SoftwareRole: Visualization
                Role: Editor
                Journal
                PLoS One
                PLoS One
                plos
                PLOS ONE
                Public Library of Science (San Francisco, CA USA )
                1932-6203
                17 October 2024
                2024
                : 19
                : 10
                : e0311928
                Affiliations
                [1 ] School of Architectural Engineering, Xiangyang Vocational and Technical College, Xiangyang, China
                [2 ] School of Civil Engineering and Architecture, Hubei University of Arts and Science, Xiangyang, China
                [3 ] School of Chemical & Environmental Engineering, Pingdingshan University, Pingdingshan, China
                Covenant University, NIGERIA
                Author notes

                Competing Interests: The authors have declared that no competing interests exist.

                Author information
                https://orcid.org/0000-0001-5963-4559
                Article
                PONE-D-24-22388
                10.1371/journal.pone.0311928
                11486424
                39418238
                d88225ab-93cf-429a-852b-87525deac193
                © 2024 Huang et al

                This is an open access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

                History
                : 2 June 2024
                : 26 September 2024
                Page count
                Figures: 7, Tables: 10, Pages: 17
                Funding
                Funded by: funder-id http://dx.doi.org/10.13039/501100003819, Natural Science Foundation of Hubei Province;
                Award ID: 2024AFD036
                Award Recipient :
                Funded by: Open Fund for Hubei Provincial Engineering Research Center of Slope Habitat Construction Technique Using Cement-based Materials
                Award ID: 2022SNJ08
                Award Recipient :
                Funded by: Research Project of Hubei Provincial Department of Education
                Award ID: B2023518
                Award Recipient :
                This research was sponsored by the funds of Xiangyang Innovation and Development Joint Fund project of Hubei Province Natural Science Foundation with grant number 2024AFD036, Hubei Provincial Engineering Research Center of Slope Habitat Construction Technique Using Cement-based Materials with grant number 2022SNJ08, and Research Project of Hubei Provincial Department of Education with grant number B2023518. The funders had no role in study design, data collection and analysis, decision to publish, or preparation of the manuscript.
                Categories
                Research Article
                Physical Sciences
                Materials Science
                Materials
                Binders
                Cements
                Physical Sciences
                Physics
                Classical Mechanics
                Deformation
                Physical Sciences
                Physics
                Classical Mechanics
                Damage Mechanics
                Deformation
                Physical Sciences
                Mathematics
                Numerical Analysis
                Interpolation
                Earth Sciences
                Soil Science
                Soil Ecology
                Physical Sciences
                Materials Science
                Materials
                Fibers
                Physical Sciences
                Materials Science
                Materials
                Composite Materials
                Concrete
                Biology and Life Sciences
                Developmental Biology
                Plant Growth and Development
                Biology and Life Sciences
                Plant Science
                Plant Growth and Development
                Physical Sciences
                Materials Science
                Material Properties
                Mechanical Properties
                Custom metadata
                All relevant data are within the article.

                Uncategorized
                Uncategorized

                Comments

                Comment on this article