INVESTIGATION OF DEFORMATION CHARACTERISTICS OF A 17-M REINFORCED EARTH WALL UNDER SEISMIC CONDITIONS

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.

FAKHARIAN K.; GHODRATIAN S.H.

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2009 | Volume:41 | Issue:1 Page(s): 23-33

Download Full-Text

Persian Verion

View:

1,074

Download:

Cites:

Information Journal Paper

Title

INVESTIGATION OF DEFORMATION CHARACTERISTICS OF A 17-M REINFORCED EARTH WALL UNDER SEISMIC CONDITIONS

Author(s)

FAKHARIAN K. | GHODRATIAN S.H. | Issue Writer Certificate

Keywords

REINFORCED EARTH WALLQ2

TALL WALLQ3

SEISMIC ANALYSISQ2

NUMERICAL MODELQ2

FINITE DIFFERENCEQ2

DEFORMATION CHARACTERISTICSQ3

FOUNDATION SOIL COHESION AND FRICTIONQ3

REINFORCEMENT LENGTH AND STIFFNESSQ3

Abstract

This paper presents the effect of various parameters on DEFORMATION CHARACTERISTICS of a 17-mreinforced wall under seismic conditions with consideration of large strains. The foundation soil strength parameters (angle of internal friction and cohesion) and reinforcing elements (length and stiffness) are varied to investigate their effects on horizontal facing deformation and vertical displacement of the wall toe. The main objective of this research is to investigate the optimized performance of such (high) walls under seismic conditions.Numerical 2-D plane-strain analysis with a FINITE DIFFERENCE scheme using FLAC-2D is performed to achieve the objectives. A variable amplitude harmonic wave with a 3-Hz frequency is applied to the wall foundation. The results show that an improved foundation soil properties of suitable shear strength and steel reinforcement belts with proper length (with respect to the wall height), the wall deformations are significantly reduced and the wall performance under seismic conditions is improved.

Cites

No record.

References

No record.

Cite

APA: Copy

FAKHARIAN, K., & GHODRATIAN, S.H.. (2009). INVESTIGATION OF DEFORMATION CHARACTERISTICS OF A 17-M REINFORCED EARTH WALL UNDER SEISMIC CONDITIONS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 41(1), 23-33. SID. https://sid.ir/paper/165650/en

Vancouver: Copy

FAKHARIAN K., GHODRATIAN S.H.. INVESTIGATION OF DEFORMATION CHARACTERISTICS OF A 17-M REINFORCED EARTH WALL UNDER SEISMIC CONDITIONS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2009;41(1):23-33. Available from: https://sid.ir/paper/165650/en

IEEE: Copy

K. FAKHARIAN, and S.H. GHODRATIAN, “INVESTIGATION OF DEFORMATION CHARACTERISTICS OF A 17-M REINFORCED EARTH WALL UNDER SEISMIC CONDITIONS,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 41, no. 1, pp. 23–33, 2009, [Online]. Available: https://sid.ir/paper/165650/en

Related Journal Papers