کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
304009 512768 2015 13 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Limit sliding-block seismic displacement for landslide triggering along slip surfaces consisting of saturated sand
ترجمه فارسی عنوان
محدوده جابجایی لرزه ای بلوک لغزشی برای ایجاد لغزش در امتداد سطوح لغزش از شن و ماسه اشباع شده
کلمات کلیدی
زمین لغزش، زلزله زدگی، مدل بلوک کشویی، ماسه های اشباع شده، شکست خاک، مدل سازی پایه، نرم کننده نرم کننده دامنه سطوح لغزش
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• An equation predicting when enormous seismic displacement occurs is derived.
• It is based on the sliding-block model and a recently proposed constitutive model.
• Based on this, a method is proposed to predict when landslide triggering along any slip surface occurs.
• The method was applied successfully in four well-documented earthquake-induced slides.

Slopes consisting of saturated sand have recently moved rapidly down-slope tens or hundreds of meters as a result of the action of earthquakes. In the seismic risk assessment of such slopes, typically the conventional sliding-block model is utilized. However, this model assumes constant strength along the slip surface and predicts co-seismic displacement, which typically is less than tens of centimeters. The landslide risk described above is associated with post-seismic very large displacement. It occurs when static failure occurs, as a result of loss of soil strength, under the applied earthquake loading. The paper first derives simple analytical expressions predicting when enormous displacement may occur along a planar homogeneous slip surface of saturated sand during earthquakes. For this purpose, the sliding-block model and a recently proposed simple constitutive model simulating saturated sand response along a slip surface are utilized. The paper then validates the proposed analytical expressions by extensive parametric numerical analyzes using the sliding-block model with the proposed constitutive model, and based on these analytical expressions, proposes an easy-to-apply method predicting earthquake-induced landslide triggering of any potentially two-dimensional unstable mass along slip surfaces consisting of saturated sand. Finally, the proposed equations and method are applied (a) to predict the observed triggering of four well-documented earthquake-induced landslides and (b) to establish relations giving characteristics of the seismic motion causing triggering of landslides.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soil Dynamics and Earthquake Engineering - Volume 79, Part A, December 2015, Pages 265–277
نویسندگان
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