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Information Journal Paper

Title

STATIC AND PSEUDO-STATIC STUDY OF STRESS AND DISPLACEMENT OF EARTH-FILL DAM USING LAYERED AND SINGLE-LAYER MODELS

Pages

  1-22

Abstract

EARTH-FILL DAMs stability in steady state seepage condition is very important, especially during earthquakes. Numerical software analyses require accurate and realistic modeling of construction stages. Since EARTH-FILL DAMs are constructed in different layers, so these conditions should be considered in software modeling to achieve a reasonable design. In this study, an EARTH-FILL DAM is modeled in PLAXIS software and the effects of the number and shape of layers are studied in dry and steady-state conditions. Obtained results in static and pseudo static analyses show that modeling of EARTH-FILL DAMs with different layers has significant effects on shear stresses and horizontal DISPLACEMENTs. For example, horizontal DISPLACEMENTs and shear stresses, increase at least 50% and 17% respectively, in comparison with single layer models. According to the obtained results, it can be mentioned that modeling of an EARTH-FILL DAM in the LAYERED MODEL and rather in inclined layers are more reasonable.

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    APA: Copy

    AHMADPOUR, BEHROUZ, & AMEL SAKHI, MASOUD. (2017). STATIC AND PSEUDO-STATIC STUDY OF STRESS AND DISPLACEMENT OF EARTH-FILL DAM USING LAYERED AND SINGLE-LAYER MODELS. JOURNAL OF ENGINEERING GEOLOGY, 11(3 ), 1-22. SID. https://sid.ir/paper/186300/en

    Vancouver: Copy

    AHMADPOUR BEHROUZ, AMEL SAKHI MASOUD. STATIC AND PSEUDO-STATIC STUDY OF STRESS AND DISPLACEMENT OF EARTH-FILL DAM USING LAYERED AND SINGLE-LAYER MODELS. JOURNAL OF ENGINEERING GEOLOGY[Internet]. 2017;11(3 ):1-22. Available from: https://sid.ir/paper/186300/en

    IEEE: Copy

    BEHROUZ AHMADPOUR, and MASOUD AMEL SAKHI, “STATIC AND PSEUDO-STATIC STUDY OF STRESS AND DISPLACEMENT OF EARTH-FILL DAM USING LAYERED AND SINGLE-LAYER MODELS,” JOURNAL OF ENGINEERING GEOLOGY, vol. 11, no. 3 , pp. 1–22, 2017, [Online]. Available: https://sid.ir/paper/186300/en

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