WEAK COASTAL SUBGRADE SOIL STABILIZATION USING CEMENT AND PALM DATE FIBERS

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

KAVUSI AMIR; SAEBI JAVAD

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF TRANSPORTATION INFRASTRUCTURE ENGINEERING (JTIE) Year:2017 | Volume:2 | Issue:4 Page(s): 61-72

Download Full-Text

Persian Verion

View:

1,558

Download:

Cites:

Information Journal Paper

Title

WEAK COASTAL SUBGRADE SOIL STABILIZATION USING CEMENT AND PALM DATE FIBERS

Author(s)

KAVUSI AMIR | SAEBI JAVAD | Issue Writer Certificate

Keywords

SOIL STABILIZATIONQ1

CEMENTQ1

PALM DATE FIBERQ2

Abstract

SOIL STABILIZATION is an effective method employed in order to improve soil properties, using different stabilization agents. As well using fibers as reinforcement of weak soils which generally have no tension and low bearing capacity is a well-known method. This study has investigated simultaneously using of PALM DATE FIBERs and CEMENT in order to improve the key characteristics of a specific soil type in Qeshm island. CEMENT was used as the main soil stabilizer and PALM DATE FIBERs were included in soil composite as a reinforcing elements. The palm fibers in date production have filament texture with special properties such as: low cost, plenitude in the region, durability, light weight, tension capacity and relative strength against deterioration. In this study, test specimens, with a fixed CEMENT content (6%), were fabricated including different fiber content (%0.5 and %1.0). The specimens were cured 7 and 28 days and were immersed in water for four hours prior to indirect tensile strength (ITS) and unconfined compressive strength (UCS) tests. As well, CBR specimens were cured (7 and 28 days) and tested in both optimum water content and saturated conditions. Compaction tests results shows that increasing fiber content in soil result in decrease of maximum dry density and increase of optimum moisture content. ITS and UCS results shows the most improvement in tensile strength (almost %48) and compressive strength, for %0.5 fiber inclusion. CBR test results shows that CBR values has increased with increase in fiber content in the soil.

Cites

No record.

References

No record.

Cite

APA: Copy

KAVUSI, AMIR, & SAEBI, JAVAD. (2017). WEAK COASTAL SUBGRADE SOIL STABILIZATION USING CEMENT AND PALM DATE FIBERS. JOURNAL OF TRANSPORTATION INFRASTRUCTURE ENGINEERING (JTIE), 2(4), 61-72. SID. https://sid.ir/paper/251554/en

Vancouver: Copy

KAVUSI AMIR, SAEBI JAVAD. WEAK COASTAL SUBGRADE SOIL STABILIZATION USING CEMENT AND PALM DATE FIBERS. JOURNAL OF TRANSPORTATION INFRASTRUCTURE ENGINEERING (JTIE)[Internet]. 2017;2(4):61-72. Available from: https://sid.ir/paper/251554/en

IEEE: Copy

AMIR KAVUSI, and JAVAD SAEBI, “WEAK COASTAL SUBGRADE SOIL STABILIZATION USING CEMENT AND PALM DATE FIBERS,” JOURNAL OF TRANSPORTATION INFRASTRUCTURE ENGINEERING (JTIE), vol. 2, no. 4, pp. 61–72, 2017, [Online]. Available: https://sid.ir/paper/251554/en

Related Journal Papers