STABILITY ANALYSIS OF ZAYANDEH-RUD DOUBLE ARC DAM BODY AND FOUNDATION USING THE RESULTS OF INSTRUMENTATION AND NUMERICAL MODELING

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.

FARAMARZI L.; HORIYAT A.

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:2012 | Volume:44 | Issue:1 Page(s): 55-63

Download Full-Text

Persian Verion

View:

3,477

Download:

Cites:

Information Journal Paper

Title

STABILITY ANALYSIS OF ZAYANDEH-RUD DOUBLE ARC DAM BODY AND FOUNDATION USING THE RESULTS OF INSTRUMENTATION AND NUMERICAL MODELING

Author(s)

FARAMARZI L. | HORIYAT A. | Issue Writer Certificate

Keywords

INSTRUMENTATIONQ2

DISPLACEMENTQ3

SHEAR AND NORMAL STIFFNESSQ2

ROCK FOUNDATIONQ2

DISTINCT ELEMENT METHODQ2

Abstract

The instrument performs protection, preservation and control dam behavior, failure detection and timely treatment to prevent the occurrence of the risks and increase the longevity of the dam during construction and operation. In this paper, Zayandeh-Rud dam INSTRUMENTATION data were analyzed and the stability condition of the dam, foundation and abutments are evaluated. Finally, considering the position of the instruments the DISTINCT ELEMENT METHOD was employed. The effect of SHEAR AND NORMAL STIFFNESS on body and foundation DISPLACEMENTs was investigated and the actual values of the SHEAR AND NORMAL STIFFNESS were selected as the input model. In this study, Mohr-Coulomb criterion are used for joint behaviors, which are defined as boundary between ROCK FOUNDATION and dam body and boundary between concrete arch blocks, and comparison between measured and calculated values by numerical models has been investigated and good agreement between the results obtained. Results of numerical modeling and measurements have shown that the dam body and foundation are stable. Due to poor geological condition of right wall of dam, the DISPLACEMENTs obtained in comparison with the left wall are higher. Also demonstrates that stress and deformation of dam body and foundation, strongly influenced by variation of lake water level.

Cites

No record.

References

No record.

Cite

APA: Copy

FARAMARZI, L., & HORIYAT, A.. (2012). STABILITY ANALYSIS OF ZAYANDEH-RUD DOUBLE ARC DAM BODY AND FOUNDATION USING THE RESULTS OF INSTRUMENTATION AND NUMERICAL MODELING. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 44(1), 55-63. SID. https://sid.ir/paper/165865/en

Vancouver: Copy

FARAMARZI L., HORIYAT A.. STABILITY ANALYSIS OF ZAYANDEH-RUD DOUBLE ARC DAM BODY AND FOUNDATION USING THE RESULTS OF INSTRUMENTATION AND NUMERICAL MODELING. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2012;44(1):55-63. Available from: https://sid.ir/paper/165865/en

IEEE: Copy

L. FARAMARZI, and A. HORIYAT, “STABILITY ANALYSIS OF ZAYANDEH-RUD DOUBLE ARC DAM BODY AND FOUNDATION USING THE RESULTS OF INSTRUMENTATION AND NUMERICAL MODELING,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 44, no. 1, pp. 55–63, 2012, [Online]. Available: https://sid.ir/paper/165865/en

Related Journal Papers