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payan--meghdad
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Total 3 records
| # | 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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