Pore Pressure Buildup and Liquefaction Failure of Anisotropically Consolidated Sand Due to Cyclic Straining

by A. Vasquez-Herrera,
R. Dobry,
T.-T. Ng,

Document Type: Proceeding Paper

Part of: Hydraulic Fill Structures

Subject Headings: Soil pressure | Soil liquefaction | Consolidated soils | Pore pressure | Failure analysis | Anisotropy | Soil stress | Earth fills

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