Relationship between Porosity, the Maximum Dry Density and the Mechanical Behavior of Stabilized Dune Sands

1
Abderrahmane Ghrieb
Abderrahmane Ghrieb
2
Ratiba Mitiche-Kettab
Ratiba Mitiche-Kettab
3
Salim Guettala
Salim Guettala
1 University of Djelfa, 17000 Djelfa, Algeria.

Send Message

To: Author

GJRE Volume 14 Issue E2

Article Fingerprint

ReserarchID

6J4ME

Relationship between Porosity, the Maximum Dry Density and the Mechanical Behavior of Stabilized Dune Sands Banner

AI TAKEAWAY

The objective of our study was to evaluate, in a population of Togolese People Living With HIV(PLWHIV), the agreement between three scores derived from the general population namely the Framingham score, the Systematic Coronary Risk Evaluation (SCORE), the evaluation of the cardiovascular risk (CVR) according to the World Health Organization.
  • 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

In this paper, the stabilization of studied dune sands was made by compaction and addition of stabilization agents; cement and fillered sand. The cement percentage ranges from 2 to 10% with a step of 2%, and that of the fillered sand from 0 to 30% with a step of 10%, sixty mixtures have been prepared. For each mixture, the optimal normal Proctor, the porosity accessible to water, the compressive strength, the splitting tensile strength and the elasticity modulus were investigated. The data so developed were statistically analyzed in order to examine the influence of the dune sand origin and the proportioning of stabilization agent on the porosity, and establish the links between porosity, the maximum dry density and the mechanical behavior (MB) of stabilized dune sands. Through the results obtained, relationships between porosity, the maximum dry density and the mechanical behavior were performed in an acceptable manner, irrespective of the dune sand origin and the stabilization agent content.

Article content is being processed or not available yet.

19 Cites in Articles

References

  1. A Ghrieb,R Mitiche-Kettab,A Bali (2014). Stabilization and utilization of dune sand in road engineering.
  2. R Mitiche-Kettab,A Ghrieb,M Serikma (2013). Physicochemical soil stabilization: the case of sand dunes and tuffs gypsum and limestone gypsum. 1 er séminaire international de génie civil CIGCB.
  3. Afpc-Afrem (1997). Long-Term Durability of Special High-Strength Concretes.
  4. (2006). Concrete technology.
  5. C Ployaert (2009). Science, technologie et industrie : tableau de bord de l’OCDE 2009.
  6. J Raphel (1984). Tensile strength of concrete.
  7. R Torrent (1977). A general relation between tensile strength and specimen geometry for concrete-like materials.
  8. R Bogue (1955). Chemistry of Portland cement.
  9. J Chauvin (1987). Sands: technical guide road-use.
  10. Astm D (2009). Standard test methods for laboratory compaction characteristics of soil.
  11. (2003). Mixtures treated and not treated with hydraulically bound mixtures -Part 41: test method for the determination of the compressive strength of the mixtures treated with hydraulic binders.
  12. (2003). Unbound and hydraulically bound mixtures.
  13. Astm C (2002). Test Method for Static Modulus of Elasticity and Poissons Ratio of Concrete in Compression.
  14. C Xudong,W Shengxing,Z Jikai (2013). Influence of porosity on compressive and tensile strength of cement mortar.
  15. T Matusinovic,J Sipusic,N Vrbos (2003). Porosity-strength relation in calcium aluminate cement pastes.
  16. Ioanna Papayianni,Maria Stefanidou (2006). Strength–porosity relationships in lime–pozzolan mortars.
  17. P Chindaprasirt,S Rukzon (2008). Strength, porosity and corrosion resistance of ternary blend Portland cement, rice husk ash and fly ash mortar.
  18. Omar Al-Amoudi,Khaqan Khan,Nasser Al-Kahtani (2010). Stabilization of a Saudi calcareous marl soil.
  19. D Montgomery,E Peck (1982). Introduction to linear regression analysis.

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.

Abderrahmane Ghrieb. 2014. \u201cRelationship between Porosity, the Maximum Dry Density and the Mechanical Behavior of Stabilized Dune Sands\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 14 (GJRE Volume 14 Issue E2): .

Download Citation

Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Classification
Not Found
Version of record

v1.2

Issue date

June 28, 2014

Language

English

Experiance in AR

The methods for personal identification and authentication are no exception.

Read in 3D

The methods for personal identification and authentication are no exception.

Article Matrices
Total Views: 4840
Total Downloads: 2374
2026 Trends
Research Identity (RIN)
Related Research

Article in Review

In this paper, the stabilization of studied dune sands was made by compaction and addition of stabilization agents; cement and fillered sand. The cement percentage ranges from 2 to 10% with a step of 2%, and that of the fillered sand from 0 to 30% with a step of 10%, sixty mixtures have been prepared. For each mixture, the optimal normal Proctor, the porosity accessible to water, the compressive strength, the splitting tensile strength and the elasticity modulus were investigated. The data so developed were statistically analyzed in order to examine the influence of the dune sand origin and the proportioning of stabilization agent on the porosity, and establish the links between porosity, the maximum dry density and the mechanical behavior (MB) of stabilized dune sands. Through the results obtained, relationships between porosity, the maximum dry density and the mechanical behavior were performed in an acceptable manner, irrespective of the dune sand origin and the stabilization agent content.

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]
×

This Page is Under Development

We are currently updating this article page for a better experience.

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.

Relationship between Porosity, the Maximum Dry Density and the Mechanical Behavior of Stabilized Dune Sands

Abderrahmane Ghrieb
Abderrahmane Ghrieb University of Djelfa, 17000 Djelfa, Algeria.
Ratiba Mitiche-Kettab
Ratiba Mitiche-Kettab
Salim Guettala
Salim Guettala

Research Journals