NUMERICAL MODELLING OF THE EFFECT OF THE UNDERGROUND CAVITIES ON EVALUATION OF SEISMIC SITE RESPONSE (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ)

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.

KAZEMEINI M.J.; HAGHSHENAS E.; KAMALIAN M.

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

Journal Paper

Paper Information

Journal: ENGINEERING GEOLOGY Year:2015 | Volume:7 | Issue:3-4 Page(s): 85-94

Download Full-Text

Persian Verion

View:

765

Download:

Cites:

Information Journal Paper

Title

NUMERICAL MODELLING OF THE EFFECT OF THE UNDERGROUND CAVITIES ON EVALUATION OF SEISMIC SITE RESPONSE (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ)

Author(s)

KAZEMEINI M.J. | HAGHSHENAS E. | KAMALIAN M. | Issue Writer Certificate

Keywords

UNERGROUND CAVITIESQ2

SEISMIC RESPONSEQ2

NUMERICAL MODELINGQ2

EXPERIMENTAL TECHNICSQ2

AMBIANT NOISEQ2

Abstract

The study of the effect of underground cavities on site SEISMIC RESPONSE have been mainly carried out by analytical methods. The main weakness of these methods are extra simplification in terms of geometry and material properties. Therefore, the need to comprehensive studies in this field, using NUMERICAL MODELING and experimental methods, particularly considering the real case underground cavities is essential. In the present study, a real case of a subway tunnel, belong the under construction subway network of the Karaj city (Iran) was considered.4 sites along the line 2 of this subway, for which experimatal measurment of AMBIANT NOISE have been perfomed, were selected and for them NUMERICAL MODELING by finite element method were carried out. Results of the NUMERICAL MODELING are compared with the experimental spectral ratios obtained by Kazemeini et al (2014). The result show that the presence of underground cavities, affect the site SEISMIC RESPONSE significantly and leeds to apperance of amplification in low and high frequency ranges that increase with increment of tunnel dimention and decrement of the distance to the tunnel axis.

Cites

No record.

References

No record.

Cite

APA: Copy

KAZEMEINI, M.J., HAGHSHENAS, E., & KAMALIAN, M.. (2015). NUMERICAL MODELLING OF THE EFFECT OF THE UNDERGROUND CAVITIES ON EVALUATION OF SEISMIC SITE RESPONSE (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ). ENGINEERING GEOLOGY, 7(3-4), 85-94. SID. https://sid.ir/paper/137639/en

Vancouver: Copy

KAZEMEINI M.J., HAGHSHENAS E., KAMALIAN M.. NUMERICAL MODELLING OF THE EFFECT OF THE UNDERGROUND CAVITIES ON EVALUATION OF SEISMIC SITE RESPONSE (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ). ENGINEERING GEOLOGY[Internet]. 2015;7(3-4):85-94. Available from: https://sid.ir/paper/137639/en

IEEE: Copy

M.J. KAZEMEINI, E. HAGHSHENAS, and M. KAMALIAN, “NUMERICAL MODELLING OF THE EFFECT OF THE UNDERGROUND CAVITIES ON EVALUATION OF SEISMIC SITE RESPONSE (STUDY OF SUBWAY TUNNEL IN CITY OF KARAJ),” ENGINEERING GEOLOGY, vol. 7, no. 3-4, pp. 85–94, 2015, [Online]. Available: https://sid.ir/paper/137639/en

Related Journal Papers