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Information Journal Paper

Title

ROLE OF SEISMIC LOAD CHARACTERISTICS ON PERMANENT SETTLEMENT OF SHALLOW FOUNDATIONS ON LIQUEFIABLE SAND

Pages

  63-75

Abstract

 In this study, the role of INPUT MOTION characteristics on the amount of residual settlement of shallow foundations relied on liquefiable soil is investigated. First, two-dimensional numerical model is created using finite difference software FLAC-2D, and the UBCSAND constitutive model. After verification of the numerical model with the results of a centrifuge test, behavior of foundation is investigated under different earthquake loadings. To evaluate the effect of the INPUT MOTION characteristics on FOUNDATION SETTLEMENT, three records from Irpinia 1980, Northridge 1994, and Landers 1992 earthquakes are used. The FREQUENCY CONTENTs of these records are considerably different. These records are scaled to five levels of PGA (including 0.05 g, 0.1g, 0.2g, 0.3 g, 0.45 g) to be used in the analyses...

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    APA: Copy

    MORADI, MOHAMMAD ALI, & JAFARIAN, YASER. (2015). ROLE OF SEISMIC LOAD CHARACTERISTICS ON PERMANENT SETTLEMENT OF SHALLOW FOUNDATIONS ON LIQUEFIABLE SAND. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, 2(3 ), 63-75. SID. https://sid.ir/paper/265890/en

    Vancouver: Copy

    MORADI MOHAMMAD ALI, JAFARIAN YASER. ROLE OF SEISMIC LOAD CHARACTERISTICS ON PERMANENT SETTLEMENT OF SHALLOW FOUNDATIONS ON LIQUEFIABLE SAND. BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING[Internet]. 2015;2(3 ):63-75. Available from: https://sid.ir/paper/265890/en

    IEEE: Copy

    MOHAMMAD ALI MORADI, and YASER JAFARIAN, “ROLE OF SEISMIC LOAD CHARACTERISTICS ON PERMANENT SETTLEMENT OF SHALLOW FOUNDATIONS ON LIQUEFIABLE SAND,” BULLETIN OF EARTHQUAKE SCIENCE AND ENGINEERING, vol. 2, no. 3 , pp. 63–75, 2015, [Online]. Available: https://sid.ir/paper/265890/en

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