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Considering of Soil Liquefaction Hazard at the Downstream Area of Sattarkhan Dam Using Shear Wave Velocity during Ahar-Varzeghan Earthquake 2012 | ||
Quarterly Journal of Tethys | ||
همکاران ، دوره 4، شماره 4، اسفند 2016، صفحه 312-324 اصل مقاله (1.14 M) | ||
چکیده | ||
One of the important problems in earthquake geotechnical engineering is liquefaction phenomenon that happens in loose saturated granular soils. In this study, 11 boreholes from Govanjik and dayalar area in downstream of Sattarkhan Dam collected and evaluated. Results of research are showed that with assuming cementation in soils, liquefaction potential is weak to moderate than non-cemented condition. Also, value of LPI based on Vs (both of cementation and non-cementation status) is more than SPT. | ||
کلیدواژهها | ||
Liquefaction؛ Sattarkhanb Dam؛ Govanjik village؛ Dayalar village؛ SPT؛ Shear Wave Velocity | ||
عنوان مقاله [English] | ||
Considering of Soil Liquefaction Hazard at the Downstream Area of Sattarkhan Dam Using Shear Wave Velocity during Ahar-Varzeghan Earthquake 2012 | ||
آمار تعداد مشاهده مقاله: 818 تعداد دریافت فایل اصل مقاله: 417 |