کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
10284721 | 503379 | 2005 | 11 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Lateral performance of piles evaluated via inclinometer data
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
مهندسی کامپیوتر
نرم افزارهای علوم کامپیوتر
پیش نمایش صفحه اول مقاله
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چکیده انگلیسی
The performance of laterally loaded piles is often obtained via in situ lateral pile-load tests. In general, inclinometer measurement is routinely used in these lateral pile-load tests. In an effort to develop an efficient method for interpretation of lateral pile-load test results via measured inclinometer data only, an analytical model is proposed based on the energy conservation of the pile-soil system. A Fourier series function is used to represent the deflection behaviour of the pile-soil system. To obtain the shear, moment and soil reaction along the pile shaft, convergence of the series after differentiation is guaranteed by applying the Cesaro sum technique. Three full-scale lateral pile-load cases are then used to verify the feasibility of the methodology developed, as well as to make comparisons with other methods.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Computers and Geotechnics - Volume 32, Issue 6, September 2005, Pages 411-421
Journal: Computers and Geotechnics - Volume 32, Issue 6, September 2005, Pages 411-421
نویسندگان
San-Shyan Lin, Jen-Cheng Liao, J.T. Chen, Li Chen,