کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
274558 | 505250 | 2006 | 6 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Eccentrically loaded strip foundation on geogrid-reinforced sand
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Eccentrically loaded strip foundation on geogrid-reinforced sand Eccentrically loaded strip foundation on geogrid-reinforced sand](/preview/png/274558.png)
چکیده انگلیسی
Results are presented for laboratory model tests conducted to determine the ultimate bearing capacity of an eccentrically loaded strip foundation supported by geogrid-reinforced sand. Only one type of sand at one relative density of compaction and one type of geogrid were used for the tests. The depth of the foundation was varied from zero to B (width of foundation). Based on the laboratory test results, an empirical relationship called reduction factor has been suggested that correlates the ratio of the ultimate bearing capacity of an eccentrically loaded foundation with that for a foundation where the load is applied centrally.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Geotextiles and Geomembranes - Volume 24, Issue 4, August 2006, Pages 254–259
Journal: Geotextiles and Geomembranes - Volume 24, Issue 4, August 2006, Pages 254–259
نویسندگان
C.R. Patra, B.M. Das, M. Bhoi, E.C. Shin,