کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
4744478 | 1641862 | 2010 | 5 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Liquefaction caused by the 2009 Olancha, California (USA), M5.2 earthquake
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
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چکیده انگلیسی
The October 3, 2009 (01:16:00 UTC), Olancha M5.2 earthquake caused extensive liquefaction as well as permanent horizontal ground deformation within a 1.2 km2 area earthquake in Owens Valley in eastern California (USA). Such liquefaction is rarely observed during earthquakes of M â¤Â 5.2. We conclude that subsurface conditions, not unusual ground motion, were the primary factors contributing to the liquefaction. The liquefaction occurred in very liquefiable sands at shallow depth (< 2 m) in an area where the water table was near the land surface. Our investigation is relevant to both geotechnical engineering and geology. The standard engineering method for assessing liquefaction potential, the Seed-Idriss simplified procedure, successfully predicted the liquefaction despite the small earthquake magnitude. The field observations of liquefaction effects highlight a need for caution by earthquake geologists when inferring prehistoric earthquake magnitudes from paleoliquefaction features because small magnitude events may cause such features.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Geology - Volume 116, Issues 1â2, 27 October 2010, Pages 184-188
Journal: Engineering Geology - Volume 116, Issues 1â2, 27 October 2010, Pages 184-188
نویسندگان
Thomas L. Holzer, Angela S. Jayko, Egill Hauksson, Jon P.B. Fletcher, Thomas E. Noce, Michael J. Bennett, Christopher M. Dietel, Kenneth W. Hudnut,