Sharif Digital Repository

Effect of different parameters on steady state and monotonic liquefaction of gravelly soils

Author

Payan, M.

Publisher

American Society of Civil Engineers (ASCE),

Pub. Year

2015

Subjects

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.

Effect of EPS beads in lightening a typical zeolite and cement-treated sand

Author

Khajeh, A.

Publisher

Springer Science and Business Media Deutschland GmbH,

Pub. Year

2021

Subjects

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.