EVALUATING THE LIQUEFACTION POTENTIAL OF SOIL IN THE SOUTH AND SOUTHEAST OF TEHRAN BASED ON THE SHEAR WAVE VELOCITY THROUGH EMPIRICAL RELATIONSHIPS

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.

KHALILI NOUTASHA M.; DABIRI R.; HAJIALILUE BONAB M.

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

Journal Paper

Paper Information

Journal: JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS Year:2012 | Volume:2 | Issue:PRI. NO. 1 Page(s): 29-41

Download Full-Text

View:

602

Download:

234

Cites:

Information Journal Paper

Title

EVALUATING THE LIQUEFACTION POTENTIAL OF SOIL IN THE SOUTH AND SOUTHEAST OF TEHRAN BASED ON THE SHEAR WAVE VELOCITY THROUGH EMPIRICAL RELATIONSHIPS

Author(s)

KHALILI NOUTASHA M. | DABIRI R. | HAJIALILUE BONAB M. | Issue Writer Certificate

Keywords

LIQUEFACTION

STANDARD PENETRATION TEST (SPT)

SHEAR WAVE VELOCITY (VS)

LIQUEFACTION POTENTIAL INDEX (PL)

SOUTH OF TEHRAN

Abstract

The LIQUEFACTION resistance of soil can be evaluated using laboratory tests such as cyclic simple shear, cyclic triaxial, cyclic torsional shear as well as field methods like Standard Penetration Test (SPT), Cone Penetration Test (CPT) and Shear Wave Velocity (Vs). In this regard, this study attempts to compare the results of the SPT based on the simplified procedure proposed by Seed and Idriss (1985) and those of the Vs on the basis of Andrus et al.’s (2004) process using empirical relationships between them. Iwasaki’s (1982) method is used to measure the LIQUEFACTION potential index for both of them. The study area is a part of the south and southeast of Tehran. It is observed that there is not a perfect agreement between the results of the two methods based on five empirical relationships assuming cemented and non-cemented condition for soils. Moreover, the LIQUEFACTION potential index (PL) value in the SPT method is more than that of the Vs method.

Cites

No record.

References

Cite

APA: Copy

KHALILI NOUTASHA, M., DABIRI, R., & HAJIALILUE BONAB, M.. (2012). EVALUATING THE LIQUEFACTION POTENTIAL OF SOIL IN THE SOUTH AND SOUTHEAST OF TEHRAN BASED ON THE SHEAR WAVE VELOCITY THROUGH EMPIRICAL RELATIONSHIPS. JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS, 2(PRI. NO. 1), 29-41. SID. https://sid.ir/paper/339365/en

Vancouver: Copy

KHALILI NOUTASHA M., DABIRI R., HAJIALILUE BONAB M.. EVALUATING THE LIQUEFACTION POTENTIAL OF SOIL IN THE SOUTH AND SOUTHEAST OF TEHRAN BASED ON THE SHEAR WAVE VELOCITY THROUGH EMPIRICAL RELATIONSHIPS. JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS[Internet]. 2012;2(PRI. NO. 1):29-41. Available from: https://sid.ir/paper/339365/en

IEEE: Copy

M. KHALILI NOUTASHA, R. DABIRI, and M. HAJIALILUE BONAB, “EVALUATING THE LIQUEFACTION POTENTIAL OF SOIL IN THE SOUTH AND SOUTHEAST OF TEHRAN BASED ON THE SHEAR WAVE VELOCITY THROUGH EMPIRICAL RELATIONSHIPS,” JOURNAL OF STRUCTURAL ENGINEERING AND GEOTECHNICS, vol. 2, no. PRI. NO. 1, pp. 29–41, 2012, [Online]. Available: https://sid.ir/paper/339365/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops