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    # Type Title Author Publisher Pub. Year Subjects Call Number
    1 پایان نامه بررسی حالت پایدار و روانگرایی خاک های شنی با دستگاه سه محوری استاتیکی Evaluation of the Steady State and Liquefaction Potential of Gravelly Soils By Static Triaxial Tests
    پایان، مقداد Payan, Meghdad صنعتی شریف 1391 خاک شن و ماسه ای Gravely Sand / حالت پایا Steady State / آزمایش سه محوری استاتیکی Static Triaxial Test / آزمون یکسویه Monotonic Test / روانگرایی Liquefaction
    ‭09-43293
    2 مقاله Effect of different parameters on steady state and monotonic liquefaction of gravelly soils Payan, M. American Society of Civil Engineers (ASCE), 2015 Anisotropy.
    Consolidation.
    Gravel.
    Liquefaction.
    Soils.
    Testing.
    Confining pressures.
    Consolidation coefficient.
    Gravel content.
    Isotropic pressure.
    Pore-water pressures.
    Relative density.
    Steady state strength.
    Steady-state condition.
    Soil liquefaction.
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    3 مقاله Effect of EPS beads in lightening a typical zeolite and cement-treated sand Khajeh, A. Springer Science and Business Media Deutschland GmbH, 2021 Alumina.
    Aluminum oxide.
    Bearings (machine parts)
    Mixtures.
    Silica.
    Soil cement.
    Soil testing.
    Strain energy.
    Active composition.
    California.
    California bearing capacity.
    Capacity value.
    Cement stabilization.
    Cement-treated sand.
    EPS beads.
    Peak strains.
    Strength parameters.
    Unconfined compressive strength.
    Zeolites.
    Bearing capacity.
    Cement (construction material)
    Compressive strength.
    Sand.
    Soil stabilization.
    Stress-strain relationship.
    Zeolite.
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