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Partially drained cyclic behaviour of granular fill material in triaxial condition

Wen-Bo Chen, Kai Liu, Wei-Qiang Feng, Jian‐Hua Yin

2020Soil Dynamics and Earthquake Engineering11 citationsDOIOpen Access PDF

Topics & Concepts

Pore water pressureMaterials scienceTriaxial shear testLiquefactionGeotechnical engineeringVoid ratioGranular materialPermeability (electromagnetism)StiffnessOverburden pressureCyclic stressDeformation (meteorology)Composite materialGeologyShear (geology)GeneticsMembraneBiologyGeotechnical Engineering and Soil StabilizationGeotechnical Engineering and Underground StructuresGeotechnical Engineering and Soil Mechanics
Partially drained cyclic behaviour of granular fill material in triaxial condition | Litcius