PILE RESPONSE DUE TO EARTHQUAKE INDUCED LATERAL SPREADING
نویسندگان
چکیده
منابع مشابه
Numerical modeling of liquefaction-induced lateral spreading
ABSTRACT: Liquefaction-induced lateral spreading of soils caused by strong shaking requires careful evaluation to be properly accounted for in geotechnical, and structural design of strategic infrastructure located in highly active seismic coastal regions. Although a large number of empirical and semiempirical models are available, there is still a lot of inconsistency in their predictions. In ...
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Pile foundations are relatively vulnerable to lateral loads. During liquefaction-induced lateral spreading, this vulnerability is particularly conspicuous due to a loss of strength and stiffness in the liquefied soil. A nonlinear effective stress analysis incorporating an elastoplastic constitutive model based on Finite Difference Method (FLAC2D program) was used to numerically simulate shake t...
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ژورنال
عنوان ژورنال: International Journal of Research in Engineering and Technology
سال: 2012
ISSN: 2321-7308,2319-1163
DOI: 10.15623/ijret.2012.0102002