دانلود رایگان مقاله انگلیسی رفتار حرکتی غلتشی ریزش سنگ در شیب ملایم: یک رویکرد آزمایشی - اشپرینگر 2017

عنوان فارسی
رفتار حرکتی غلتشی ریزش سنگ در شیب ملایم: یک رویکرد آزمایشی
عنوان انگلیسی
Rolling motion behavior of rockfall on gentle slope: an experimental approach
صفحات مقاله فارسی
0
صفحات مقاله انگلیسی
13
سال انتشار
2017
نشریه
اشپرینگر - Springer
فرمت مقاله انگلیسی
PDF
نوع مقاله
ISI
پایگاه
اسکوپوس
کد محصول
E9060
رشته های مرتبط با این مقاله
زمین شناسی، مهندسی معدن
گرایش های مرتبط با این مقاله
سنگ شناسی، مکانیک سنگ
مجله
مجله علوم کوهستان - Journal of Mountain Science
دانشگاه
State Key Laboratory of Geohazard Prevention and Geoenvironment Protection - Chengdu University of Technology - China
کلمات کلیدی
Rockfall؛ حرکت غلتشی؛ رویکرد آزمایشی؛ شیب ملایم؛ تست ارتوگنال
doi یا شناسه دیجیتال
https://doi.org/10.1007/s11629-016-4144-7
چکیده

Abstract:


The effects of slope surface material, slope gradient, block shape, and block mass conditions on rockfall rolling velocity were estimated with orthogonal test approach. Visual analysis shows that the importance of the factors is slope surface material > slope gradient > block shape > block mass. All the factors except block mass have the F value greater than the critical value, suggesting that these three factors are the key factors affecting the rockfall rolling velocity. Factor interaction analysis shows that the effect of the slope gradient relies largely on the slope surface conditions, and the block shape has little influence if the slope gradient is larger than a critical value. An empirical model considering the three key factors is proposed to estimate the rolling velocity, of which the error is limited to 5% of the testing value. This model is validated by 73 field tests, and the prediction shows excellent correlation with the site test. Thus, this analysis can be used as a tool in the rockfall behavior analysis.

نتیجه گیری

6 Conclusions


The influences of the slope surface material, block shape, slope gradient and block mass on the rockfall rolling motion were analyzed using the orthogonal test method in laboratory. The results showed that the slope surface material, block shape, and slope gradient had significant effects on the rolling motion. The importance of the factors was slope surface material > slope gradient > block shape > block mass. The effect of the slope gradient on the rockfall rolling velocity relied largely on the slope surface condition. The block shape form has little effect on the rockfall rolling velocity when the slope gradient was larger than the critical value. Based on the testing data in the laboratory, a rolling velocity model of the rockfall was proposed.


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