Durability Evaluation of Normal and High Performance Concrete

α
Arpan Sharma
Arpan Sharma
σ
Parikshit Thakur
Parikshit Thakur
ρ
Rajneesh Vashisht
Rajneesh Vashisht
Ѡ
Abhilash Shukla
Abhilash Shukla

Send Message

To: Author

Durability Evaluation of Normal and High Performance Concrete

Article Fingerprint

ReserarchID

RDNR7

Durability Evaluation of Normal and High Performance Concrete Banner

AI TAKEAWAY

Connecting with the Eternal Ground
  • English
  • Afrikaans
  • Albanian
  • Amharic
  • Arabic
  • Armenian
  • Azerbaijani
  • Basque
  • Belarusian
  • Bengali
  • Bosnian
  • Bulgarian
  • Catalan
  • Cebuano
  • Chichewa
  • Chinese (Simplified)
  • Chinese (Traditional)
  • Corsican
  • Croatian
  • Czech
  • Danish
  • Dutch
  • Esperanto
  • Estonian
  • Filipino
  • Finnish
  • French
  • Frisian
  • Galician
  • Georgian
  • German
  • Greek
  • Gujarati
  • Haitian Creole
  • Hausa
  • Hawaiian
  • Hebrew
  • Hindi
  • Hmong
  • Hungarian
  • Icelandic
  • Igbo
  • Indonesian
  • Irish
  • Italian
  • Japanese
  • Javanese
  • Kannada
  • Kazakh
  • Khmer
  • Korean
  • Kurdish (Kurmanji)
  • Kyrgyz
  • Lao
  • Latin
  • Latvian
  • Lithuanian
  • Luxembourgish
  • Macedonian
  • Malagasy
  • Malay
  • Malayalam
  • Maltese
  • Maori
  • Marathi
  • Mongolian
  • Myanmar (Burmese)
  • Nepali
  • Norwegian
  • Pashto
  • Persian
  • Polish
  • Portuguese
  • Punjabi
  • Romanian
  • Russian
  • Samoan
  • Scots Gaelic
  • Serbian
  • Sesotho
  • Shona
  • Sindhi
  • Sinhala
  • Slovak
  • Slovenian
  • Somali
  • Spanish
  • Sundanese
  • Swahili
  • Swedish
  • Tajik
  • Tamil
  • Telugu
  • Thai
  • Turkish
  • Ukrainian
  • Urdu
  • Uzbek
  • Vietnamese
  • Welsh
  • Xhosa
  • Yiddish
  • Yoruba
  • Zulu

Abstract

Classification of concrete is often most feasible means for measuring the durability and has become progressively over the past 20 years. The present study is focused on the capability of concrete to improve its durability when the concrete is subjected to the highly aggressive environments. Existing concrete in cold or coastal regions are affected by chloride penetration under the freeze-thaw cycles. This collective deterioration process quickens the damage advancement of concrete and reduces the service life of the structures. In real life the structure may face numerous deterioration contrivances due to environmental factors surrounded by the concrete. A variety of laboratory test method were used for the determination of durability, which provide number of results, such as rapid chloride penetration value, electrical conductivity, water absorption rate in concrete. For evaluating the durability of concrete, to a single contrivance of deterioration, the techniques were economical and appropriate. For determining the durability of concrete the Ordinary Portland Cement was used.

References

12 Cites in Article
  1. M Shetty (2006). Concrete Technology, Revised Edition.
  2. A Neville,J Brooks (2010). Concrete Technology, Second Edition.
  3. Dezhi Wang,Xiangming Zhou,Bo Fu,Lirong Zhang (2018). Chloride ion penetration resistance of concrete containing fly ash and silica fume against combined freezing-thawing and chloride attack.
  4. W Mccarter,G Starrs,T Chrisp (2000). Electrical conductivity, diffusion, and permeability of Portland cement-based mortars.
  5. Cengiz Atis (2003). Accelerated carbonation and testing of concrete made with fly ash.
  6. P Chindaprasirt,S Homwuttiwong,V Sirivivatnanon (2004). Influence of fly ash fineness on strength, drying shrinkage and sulfate resistance of blended cement mortar.
  7. A Djerbi,S Bonnet,A Khelidj,V Baroghel-Bouny (2008). Influence of traversing crack on chloride diffusion into concrete.
  8. Ananya Kumar,J Ranjan,B Tomar,Jameel Akhtar,Pragya Ranjan,Ritu Tiwari,Pradeep Kumar,Gayacharan Gayacharan,G Mishra,Suman Lata,Jogendra Singh (1970). A novel hydroponic approach for efficient screening and rapid phenotyping for identification of Fusarium wilt resistance in brinjal (Solanum melongena l.) and wild Solanum species.
  9. M González,E Irassar (1998). Effect of limestone filler on the sulfate resistance of low C3A portland cement.
  10. O Truc,J Ollivier,M Carcassès (2000). A new way for determining the chloride diffusion coefficient in concrete from steady state migration test.
  11. (2009). Indian Standard Code of Concrete mix proportioning -Guidelines.
  12. Ananya Kumar,J Ranjan,B Tomar,Jameel Akhtar,Pragya Ranjan,Ritu Tiwari,Pradeep Kumar,Gayacharan Gayacharan,G Mishra,Suman Lata,Jogendra Singh (1963). A novel hydroponic approach for efficient screening and rapid phenotyping for identification of Fusarium wilt resistance in brinjal (Solanum melongena l.) and wild Solanum species.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Arpan Sharma. 2026. \u201cDurability Evaluation of Normal and High Performance Concrete\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 22 (GJRE Volume 22 Issue E1): .

Download Citation

Concrete durability testing and high-performance evaluation for civil engineering structures.
Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-E Classification: DDC Code: 624.1834 LCC Code: TA683.2
Version of record

v1.2

Issue date

July 19, 2022

Language
en
Experiance in AR

Explore published articles in an immersive Augmented Reality environment. Our platform converts research papers into interactive 3D books, allowing readers to view and interact with content using AR and VR compatible devices.

Read in 3D

Your published article is automatically converted into a realistic 3D book. Flip through pages and read research papers in a more engaging and interactive format.

Article Matrices
Total Views: 1488
Total Downloads: 43
2026 Trends
Related Research

Published Article

Classification of concrete is often most feasible means for measuring the durability and has become progressively over the past 20 years. The present study is focused on the capability of concrete to improve its durability when the concrete is subjected to the highly aggressive environments. Existing concrete in cold or coastal regions are affected by chloride penetration under the freeze-thaw cycles. This collective deterioration process quickens the damage advancement of concrete and reduces the service life of the structures. In real life the structure may face numerous deterioration contrivances due to environmental factors surrounded by the concrete. A variety of laboratory test method were used for the determination of durability, which provide number of results, such as rapid chloride penetration value, electrical conductivity, water absorption rate in concrete. For evaluating the durability of concrete, to a single contrivance of deterioration, the techniques were economical and appropriate. For determining the durability of concrete the Ordinary Portland Cement was used.

Our website is actively being updated, and changes may occur frequently. Please clear your browser cache if needed. For feedback or error reporting, please email [email protected]

Request Access

Please fill out the form below to request access to this research paper. Your request will be reviewed by the editorial or author team.
X

Quote and Order Details

Contact Person

Invoice Address

Notes or Comments

This is the heading

Lorem ipsum dolor sit amet, consectetur adipiscing elit. Ut elit tellus, luctus nec ullamcorper mattis, pulvinar dapibus leo.

High-quality academic research articles on global topics and journals.

Durability Evaluation of Normal and High Performance Concrete

Arpan Sharma
Arpan Sharma
Parikshit Thakur
Parikshit Thakur
Rajneesh Vashisht
Rajneesh Vashisht
Abhilash Shukla
Abhilash Shukla

Research Journals