MONITORING OF TABARAK-ABAD DAM DURING CONSTRUCTION USING BACK ANALYSIS (TECHNICAL NOTE)

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FARIVAR A.; MIRGHASEMI A.A.; MAHINROOSTA R.

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Journal Paper

Paper Information

Journal: Civil Engineering Infrastructures Journal Year:2010 | Volume:44 | Issue:3 Page(s): 407-412

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Information Journal Paper

Title

MONITORING OF TABARAK-ABAD DAM DURING CONSTRUCTION USING BACK ANALYSIS (TECHNICAL NOTE)

Author(s)

FARIVAR A. | MIRGHASEMI A.A. | MAHINROOSTA R. | Issue Writer Certificate

Keywords

TABARAK ABADQ3

EARTH DAMQ3

CLAY COREQ3

BACK ANALYSISQ3

MONITORINGQ3

FLACQ3

Abstract

Tabarak-Abad dam is a CLAY CORE, earth-rock fill dam with the height of 74 m above its rocky foundation. The dam with the crest length of 193.5 m is located on the Tabarak-Abad River at north east of IRAN. Construction of the dam began on January 2003 and completed on October 2004. The dam is extensively instrumented to provide data required for MONITORING. The paper will describe the instrumentation system installed in the dam body with back analyses and MONITORING the water pressure, earth pressure and deformation.

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APA: Copy

FARIVAR, A., MIRGHASEMI, A.A., & MAHINROOSTA, R.. (2010). MONITORING OF TABARAK-ABAD DAM DURING CONSTRUCTION USING BACK ANALYSIS (TECHNICAL NOTE). CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 44(3), 407-412. SID. https://sid.ir/paper/166533/en

Vancouver: Copy

FARIVAR A., MIRGHASEMI A.A., MAHINROOSTA R.. MONITORING OF TABARAK-ABAD DAM DURING CONSTRUCTION USING BACK ANALYSIS (TECHNICAL NOTE). CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2010;44(3):407-412. Available from: https://sid.ir/paper/166533/en

IEEE: Copy

A. FARIVAR, A.A. MIRGHASEMI, and R. MAHINROOSTA, “MONITORING OF TABARAK-ABAD DAM DURING CONSTRUCTION USING BACK ANALYSIS (TECHNICAL NOTE),” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 44, no. 3, pp. 407–412, 2010, [Online]. Available: https://sid.ir/paper/166533/en

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