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This document discusses liquefaction of soils during earthquakes. It begins by providing examples of liquefaction damage from past earthquakes. It then explains the drained and undrained behavior of soils under monotonic and cyclic loading conditions. Loose saturated soils are prone to liquefaction, shown by increased pore pressures and reduced strength under undrained cyclic loading. Laboratory tests like cyclic triaxial and direct shear tests are used to predict liquefaction by plotting the cyclic stress

Author

Torpir

Language

EN