Practical Effective Stress Analysis and Determination of Its Dynamic Property
Abstract eng: A practical earthquake response analysis method based on effective stress analysis is proposed. The method, to consider material nonlinearity of soil, required only soil parameters such as the dynamic deformation curve (G-γ and h-γ curve) and liquefaction strength curve in addition to elastic parameters. Both data curve are directly obtained by ordinary site investigations.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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