EXPERIMENTAL INVESTIGATION OF REVERSE FAULT RUPTURE-RIGID SHALLOW FOUNDATION INTERACTION

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.

MOUSAVI S.M.; JAFARI M.K.; KAMALIAN M.; SHAFIEI A.

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

Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF CIVIL ENGINEERING Year:2010 | Volume:8 | Issue:2 Page(s): 85-98

Download Full-Text

View:

584

Download:

475

Cites:

Information Journal Paper

Title

EXPERIMENTAL INVESTIGATION OF REVERSE FAULT RUPTURE-RIGID SHALLOW FOUNDATION INTERACTION

Author(s)

MOUSAVI S.M. | JAFARI M.K. | KAMALIAN M. | SHAFIEI A. | Issue Writer Certificate

Keywords

REVERSE FAULT RUPTURE

INTERACTION

RIGID SHALLOW FOUNDATION

Abstract

Ground differential movements due to faulting have been observed to cause damage to engineered structures and facilities. Although surface fault rupture is not a new problem, there are only a few building codes in the world containing some type of provisions for reducing the risks. Fault setbacks or avoidance of construction in the proximity to seismically active faults, are usually supposed as the first priority. In this paper, based on some 1-g physical modelling tests, clear perspectives of surface fault rupture propagation and its INTERACTION with shallow rigid foundations are presented. It is observed that the surface fault rupture could be diverted by massive structures seated on thick soil deposits. Where possible the fault has been deviated by the presence of the rigid foundation, which remained undisturbed on the footwall. It is shown that the setback provision does not give generally enough assurance that future faulting would not threaten the existing structures.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

MOUSAVI, S.M., JAFARI, M.K., KAMALIAN, M., & SHAFIEI, A.. (2010). EXPERIMENTAL INVESTIGATION OF REVERSE FAULT RUPTURE-RIGID SHALLOW FOUNDATION INTERACTION. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 8(2), 85-98. SID. https://sid.ir/paper/271829/en

Vancouver: Copy

MOUSAVI S.M., JAFARI M.K., KAMALIAN M., SHAFIEI A.. EXPERIMENTAL INVESTIGATION OF REVERSE FAULT RUPTURE-RIGID SHALLOW FOUNDATION INTERACTION. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING[Internet]. 2010;8(2):85-98. Available from: https://sid.ir/paper/271829/en

IEEE: Copy

S.M. MOUSAVI, M.K. JAFARI, M. KAMALIAN, and A. SHAFIEI, “EXPERIMENTAL INVESTIGATION OF REVERSE FAULT RUPTURE-RIGID SHALLOW FOUNDATION INTERACTION,” INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, vol. 8, no. 2, pp. 85–98, 2010, [Online]. Available: https://sid.ir/paper/271829/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops