کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6752269 | 1430779 | 2018 | 4 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Discussion on “Empirical methods for determining shaft bearing capacity of semi-deep foundations socketed in rocks” [J Rock Mech Geotech Eng 6 (2017) 1140-151]
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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
A new comprehensive set of data (n = 178) is compiled by adding a data set (n = 72) collected by Arioglu et al. (2007) to the data set (n = 106) presented in Rezazadeh and Eslami (2017). Then, the compiled data set is evaluated regardless of the variation in lithology/strength. The proposed empirical equation in this study comprises a wider range of uniaxial compressive strength (UCS) (0.15 MPa < Ïrc < 156 MPa) and various rock types. Rock mass cuttability index (RMCI) is correlated with shaft resistance (rs) to predict the shaft resistance of rock-socketed piles. The prediction capacity of the RMCI versus rs equation is also found to be in a fair good agreement with the presented data in Rezazadeh and Eslami (2017). Since the RMCI is a promising parameter in the prediction of shaft resistance, the researchers in the rock-socketed pile design area should consider this parameter in the further investigations.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Rock Mechanics and Geotechnical Engineering - Volume 10, Issue 3, June 2018, Pages 603-606
Journal: Journal of Rock Mechanics and Geotechnical Engineering - Volume 10, Issue 3, June 2018, Pages 603-606
نویسندگان
Ergin Arioglu, Pinar Toru Seker, Hasan Burak Gokce,