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Information Journal Paper

Title

EVALUATION OF LIQUEFACTION POTENTIAL IN BANDAR IMAM KHOMEINI QUATERNARY DEPOSITS

Pages

  11-12

Keywords

CYCLIC RESISTANCE RATIO (CSR)Q2
STANDARD PENETRATION TEST (SPT)Q1

Abstract

 Extended Abstract:Introduction: Liquefaction is a phenomenon in which the strength and stiffness of a soil is reduced by earthquake shaking or other rapid loading. This phenomenon is the result remolds sand particles. Soil liquefaction occurs in loose, saturated cohesionless soil units (sands and silts) and sensitive clays when a sudden loss of strength and loss of stiffness is experienced. Sometimes it is resulting of large, permanent displacements of the ground. Even thin lenses of loose saturated silts and sands may cause an overlying sloping soil mass to slide laterally along the Liquefied layer during earthquakes. Liquefaction and related phenomena have been responsible for tremendous amounts of damage in historical earthquakes around the world. Destruction of buildings, roads, land subsidence, and even loss of life is one of the dangers of liquefaction.

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    Cite

    APA: Copy

    TALKHABLOU, MEHDI, FATEMI AGDA, SEYED MAHMOUD, MOTAMEDI, MILAD, & MEHREGAN, ZAMAN. (2015). EVALUATION OF LIQUEFACTION POTENTIAL IN BANDAR IMAM KHOMEINI QUATERNARY DEPOSITS. QUATERNARY JOURNAL OF IRAN, 1(1), 11-12. SID. https://sid.ir/paper/356876/en

    Vancouver: Copy

    TALKHABLOU MEHDI, FATEMI AGDA SEYED MAHMOUD, MOTAMEDI MILAD, MEHREGAN ZAMAN. EVALUATION OF LIQUEFACTION POTENTIAL IN BANDAR IMAM KHOMEINI QUATERNARY DEPOSITS. QUATERNARY JOURNAL OF IRAN[Internet]. 2015;1(1):11-12. Available from: https://sid.ir/paper/356876/en

    IEEE: Copy

    MEHDI TALKHABLOU, SEYED MAHMOUD FATEMI AGDA, MILAD MOTAMEDI, and ZAMAN MEHREGAN, “EVALUATION OF LIQUEFACTION POTENTIAL IN BANDAR IMAM KHOMEINI QUATERNARY DEPOSITS,” QUATERNARY JOURNAL OF IRAN, vol. 1, no. 1, pp. 11–12, 2015, [Online]. Available: https://sid.ir/paper/356876/en

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