کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
274310 | 505212 | 2009 | 13 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil
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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: Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil](/preview/png/274310.png)
چکیده انگلیسی
This paper deals with some results of a wide experimental research carried out in order to study factors affecting cyclic and post-cyclic pullout behaviour of different geogrids embedded in a granular soil. The new test procedure developed (multistage pullout test) and the relative results are described. In particular, test results obtained using the constant rate of displacement (CRD) and the multistage pullout tests highlighted the influence of the different factors involved in the research (cyclic load amplitude and frequency, vertical confining stress, geogrid tensile stiffness and structure) both on the peak pullout resistance and on the peak apparent coefficient of friction mobilized at the interface.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Geotextiles and Geomembranes - Volume 27, Issue 6, December 2009, Pages 475–487
Journal: Geotextiles and Geomembranes - Volume 27, Issue 6, December 2009, Pages 475–487
نویسندگان
Nicola Moraci, Giuseppe Cardile,