Analysis on Settlement of Soil Deposits Following Liquefaction During Earthquakes
نویسندگان
چکیده
منابع مشابه
Developments in Liquefaction Analysis from Observations during Earthquakes
Liquefaction has occurred during most earthquakes, Niigata 1964, Tangshan 1976, Loma Prieta 1985, Kobe 1995, Chi-Chi Taiwan 1999, Turkey 1999, Haiti 2010, Mexicali 2010 and others. The performance of structures during the Niigata earthquake (1964) in Japan and the nature of damage suffered by them clearly brought out the fact that soil and soil foundation interaction play a significant role in ...
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One of the most dramatic causes of damage of structures during earthquakes has been the development of liquefaction in saturated cohesionless deposits. These deposits have tendency to densify when subjected to earthquake loading. However, when saturated, the tendency to densify causes the excess pore water pressure to increase. This, in turn, results in the effective stress of soil to decrease....
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 2010
ISSN: 0038-0806
DOI: 10.3208/sandf.50.399