Empirical Method for Evaluating Resilient Modulus of Saturated Silty Clay under Cyclic Loading
المؤلفون المشاركون
Wang, Qiong
Zhang, Zhen
Ye, Guanbao
Xiang, Peilin
Chen, Yong
Xiao, Yan
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-12، 12ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-10-21
دولة النشر
مصر
عدد الصفحات
12
التخصصات الرئيسية
الملخص EN
Resilient modulus of soil is crucial for the design of a structure on a foundation subjected to a cyclic loading (e.g., traffic load or machine vibration load).
This paper conducted a series of dynamic triaxial tests of saturated silty clay, considering the influence of the factors of cyclic stress ratio (CSR), static deviatoric stress ratio (SDR), and overconsolidation ratio (OCR) on the resilient modulus and dynamic damping ratio of the soil.
A cyclic loading with a form of half sine wave was used to model the traffic loading.
The results showed that the soil was prone to failure under a higher SDR, even though the applied CSR was less than the critical CSR.
The saturated silty clay performed a strain softening behavior and its dynamic properties deteriorated significantly when higher CSR and SDR and lower OCR were involved.
Based on the test results, an empirical method with a form of exponential function was proposed to evaluate the resilient modulus of the soil, considering the combined effects of CSR and SDR and OCR.
The proposed method was verified through a comparison with the test results in this study and from literatures, and some recommendations for its application were offered.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Zhang, Zhen& Chen, Yong& Ye, Guanbao& Xiang, Peilin& Xiao, Yan& Wang, Qiong. 2020. Empirical Method for Evaluating Resilient Modulus of Saturated Silty Clay under Cyclic Loading. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-12.
https://search.emarefa.net/detail/BIM-1123879
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Zhang, Zhen…[et al.]. Empirical Method for Evaluating Resilient Modulus of Saturated Silty Clay under Cyclic Loading. Advances in Civil Engineering No. 2020 (2020), pp.1-12.
https://search.emarefa.net/detail/BIM-1123879
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Zhang, Zhen& Chen, Yong& Ye, Guanbao& Xiang, Peilin& Xiao, Yan& Wang, Qiong. Empirical Method for Evaluating Resilient Modulus of Saturated Silty Clay under Cyclic Loading. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-12.
https://search.emarefa.net/detail/BIM-1123879
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1123879
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر