PREDICTION AND CONTROL OF SETTLEMENT OF THE HIGHWAY CONSTRUCTED ON SOFT SOIL USING REINFORCEMENT BY GEOTEXTILE (CASE STUDY OF SHAHID-KALANTARI HIGHWAY AT 7+800 KM)

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.

BADV K.; EMAMI R.

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

Journal Paper

Paper Information

Journal: Ferdowsi Civil Engineering Year:2011 | Volume:22 | Issue:2 Page(s): 33-46

Download Full-Text

Persian Verion

View:

1,298

Download:

Cites:

Information Journal Paper

Title

PREDICTION AND CONTROL OF SETTLEMENT OF THE HIGHWAY CONSTRUCTED ON SOFT SOIL USING REINFORCEMENT BY GEOTEXTILE (CASE STUDY OF SHAHID-KALANTARI HIGHWAY AT 7+800 KM)

Author(s)

BADV K. | EMAMI R. | Issue Writer Certificate

Keywords

EMBANKMENTQ2

SETTLEMENTQ2

SOFT SOILQ3

GEOTEXTILE REINFORCEMENTQ3

SOFT SOIL CREEP MODELQ3

PLAXISQ3

Abstract

Construction the EMBANKMENT on the SOFT SOILs leads to problems such as long term deformations and EMBANKMENT stability due to high compressibility and low shear strength of the soil. Nowadays the use of geosynthetics is a practical procedure for improving SOFT SOILs characteristics. In this paper, a numerical modeling of the EMBANKMENT constructed on the soft organic soil in the part of the Shahid Kalantari Highway was performed using the PLAXIS Code and SOFT SOIL Creep Model. The SETTLEMENT of the highway after 9 years was reasonably predicted by numerical analysis. The effect of geotextile layer at the base of the EMBANKMENT was then evaluated as a remedial action to control SETTLEMENT. The results showed that the application of the geotextile layer, as a reinforcement layer, could significantly improve the performance of the EMBANKMENT in this part of the highway.

Cites

No record.

References

No record.

Cite

APA: Copy

BADV, K., & EMAMI, R.. (2011). PREDICTION AND CONTROL OF SETTLEMENT OF THE HIGHWAY CONSTRUCTED ON SOFT SOIL USING REINFORCEMENT BY GEOTEXTILE (CASE STUDY OF SHAHID-KALANTARI HIGHWAY AT 7+800 KM). JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 22(2), 33-46. SID. https://sid.ir/paper/195911/en

Vancouver: Copy

BADV K., EMAMI R.. PREDICTION AND CONTROL OF SETTLEMENT OF THE HIGHWAY CONSTRUCTED ON SOFT SOIL USING REINFORCEMENT BY GEOTEXTILE (CASE STUDY OF SHAHID-KALANTARI HIGHWAY AT 7+800 KM). JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2011;22(2):33-46. Available from: https://sid.ir/paper/195911/en

IEEE: Copy

K. BADV, and R. EMAMI, “PREDICTION AND CONTROL OF SETTLEMENT OF THE HIGHWAY CONSTRUCTED ON SOFT SOIL USING REINFORCEMENT BY GEOTEXTILE (CASE STUDY OF SHAHID-KALANTARI HIGHWAY AT 7+800 KM),” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 22, no. 2, pp. 33–46, 2011, [Online]. Available: https://sid.ir/paper/195911/en

Related Journal Papers