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- W826829207 abstract "Cyclic stress controlled tests are performed to investigate the degree of liquefaction of sand containing cohesionless and low plasticity fines such as those found in tailing materials. The experimental parameters varied consist of sand void ratio, silt content, and plasticity of silt. The failure is defined as 5% and 10% peak to peak axial strain since the pore pressure does not fully develop and stops building up when it reaches a value equal to 90-95% of the initial confining stress." @default.
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- W826829207 date "1995-01-01" @default.
- W826829207 modified "2023-09-27" @default.
- W826829207 title "LIQUEFACTION POTENTIAL OF SILTY SOILS" @default.
- W826829207 hasPublicationYear "1995" @default.
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