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Information Journal Paper

Title

Numerical Study of Earthdams after Construction and First Impounding (Case Study of Doyraj EarthDam)

Pages

  227-234

Abstract

 1. Introduction: Engineering and economic investigations in dam construction projects throughout the world indicate that, in many cases, rockfill dams with impervious clay cores are the best selection for the final design (Rezaei and Salehi, 2011). This approach makes the investigation of different issues affecting the Stability of rockfill dams worthwhile. In general, dam safety is the first and foremost reason for controlling deformation and physical parameters in dams. Another reason is the importance of basic design concepts for engineers to apply in future designs as well as understanding the resistive and behavioral characteristics of soil and pebbles. One of the most effective approaches for interpreting the mechanical and hydraulic behavior of structures such as. dams is to use data and compare the results with numerical modeling predictions. . .

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    APA: Copy

    Mazaheri, Ahmad R., KOMASI, MEHDI, & Viesi, Majid. (2022). Numerical Study of Earthdams after Construction and First Impounding (Case Study of Doyraj EarthDam). JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), 52(1 (106) ), 227-234. SID. https://sid.ir/paper/1051308/en

    Vancouver: Copy

    Mazaheri Ahmad R., KOMASI MEHDI, Viesi Majid. Numerical Study of Earthdams after Construction and First Impounding (Case Study of Doyraj EarthDam). JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2022;52(1 (106) ):227-234. Available from: https://sid.ir/paper/1051308/en

    IEEE: Copy

    Ahmad R. Mazaheri, MEHDI KOMASI, and Majid Viesi, “Numerical Study of Earthdams after Construction and First Impounding (Case Study of Doyraj EarthDam),” JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), vol. 52, no. 1 (106) , pp. 227–234, 2022, [Online]. Available: https://sid.ir/paper/1051308/en

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