کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6771109 | 1431689 | 2018 | 10 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Cyclic behavior of saturated soft clay under stress path with bidirectional shear stresses
ترجمه فارسی عنوان
رفتار چرخه ی خاک رس نرم اشباع در مسیر استرس با تنش برشی دو طرفه
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کلمات کلیدی
نسبت استرس چرخه، فرکانس برش دو طرفه، خاک رس نرم، حلقه فشار استرس شکل تنش هشت شکل،
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
Under seismic loading, soil layers experience multidirectional cyclic shear stresses with different amplitudes and frequencies. Therefore, the deformation behavior of soft clay under complex stress paths is practically relevant. In this study, cyclic tests are performed on normally consolidated soft clay. To simulate the situation induced by seismic load, the complex figure-eight-shaped stress path is realized by applying shear stresses in two directions simultaneously. Under the figure-eight-shaped shear stress path, the cyclic strain, cyclic modulus, and cyclic strength of soft clay are found to be significantly dependent on the CSR (cyclic shear stress ratio) and the bidirectional shear frequencies. With an increase in the CSR and a decrease in the shear frequency, the dynamic shear modulus decreases and cyclic strain accumulation increases with an increasing number of cycles. Based on the test results, an empirical formula was presented to predict the cyclic strength under different shear frequencies.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soil Dynamics and Earthquake Engineering - Volume 104, January 2018, Pages 319-328
Journal: Soil Dynamics and Earthquake Engineering - Volume 104, January 2018, Pages 319-328
نویسندگان
Xiuqing Hu, Yan Zhang, Lin Guo, Jun Wang, Yuanqiang Cai, Hongtao Fu, Ying Cai,