EFFECT OF SLIP WIDTH ON THE PERMANENT DISPLACEMENT OF EARTH SLOPES

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.

JAFARIAN Y.; LASHGARI A.

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2017 | Volume:49 | Issue:1 Page(s): 25-27

Download Full-Text

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

Persian Verion

View:

627

Download:

225

Cites:

Information Journal Paper

Title

EFFECT OF SLIP WIDTH ON THE PERMANENT DISPLACEMENT OF EARTH SLOPES

Author(s)

JAFARIAN Y. | LASHGARI A. | Issue Writer Certificate

Keywords

EARTH DAMSQ2

PERMANENT DISPLACEMENTQ1

RIGID BLOCK METHODQ1

DECOUPLED ANALYSISQ1

COUPLED ANALYSISQ1

Abstract

Newmark's sliding block method is commonly used for estimating earthquake-induced PERMANENT DISPLACEMENT of earth slopes and embankments. Since this method is a simplified dynamic analysis procedure with acceptable accuracy, it has received considerable attention among the geotechnical practitioners. However, it has some shortcomings such as neglecting system response and sliding mass rotation. Hence, researchers have proposed modified procedure to enhance the realistic features of this method. The effect of sliding mass rotation, which sets the block in a gentler condition, was previously considered by continuous increment of yield acceleration. Since the sliding mass is three dimensional in reality, smaller PERMANENT DISPLACEMENT is expected when the width of block is accounted for. In this paper, width of the rotating-sliding mass is taken into account in the coupled and decoupled solution of sliding block equations. The results show that the width of the slip zone is effective on the resulting displacements. With a constant slip length, whatever slip width is reduced, yield acceleration increases and consequently difference between the modified decoupled (or modified coupled) and decoupled (or coupled) increases.

Cites

No record.

References

No record.

Cite

APA: Copy

JAFARIAN, Y., & LASHGARI, A.. (2017). EFFECT OF SLIP WIDTH ON THE PERMANENT DISPLACEMENT OF EARTH SLOPES. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 49(1), 25-27. SID. https://sid.ir/paper/356098/en

Vancouver: Copy

JAFARIAN Y., LASHGARI A.. EFFECT OF SLIP WIDTH ON THE PERMANENT DISPLACEMENT OF EARTH SLOPES. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2017;49(1):25-27. Available from: https://sid.ir/paper/356098/en

IEEE: Copy

Y. JAFARIAN, and A. LASHGARI, “EFFECT OF SLIP WIDTH ON THE PERMANENT DISPLACEMENT OF EARTH SLOPES,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 49, no. 1, pp. 25–27, 2017, [Online]. Available: https://sid.ir/paper/356098/en

Related Journal Papers