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Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model
المؤلفون المشاركون
Asheghabadi, Mohsen Saleh
Cheng, Xiaohui
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-15، 15ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-07-25
دولة النشر
مصر
عدد الصفحات
15
التخصصات الرئيسية
الملخص EN
In geotechnical mediums where the bearing capacity of upper layers of soil is not suitable for use of the shallow foundations, piles are usually used as deep foundations to transfer loads to the stronger lower layers.
Here, the seismic behavior of single pile and pile group constructed in saturated soft kaolin clay under three different earthquakes using Abacus 3D software is investigated.
The aluminum material considering the linear elastic model has been used for the piles, and the nonlinear kinematic hardening model with Von Mises failure criterion has been considered for clay.
This model can consider the soil stiffness degradation by increasing the number of cyclic loading.
Three different methods have been used to calibrate the model parameters, two of them are new methods.
In all calibration methods, the cyclic shear and undrained cyclic triaxial tests are used.
The results obtained from the numerical analysis of the soil-pile model are in relatively good agreement with the centrifuge model results.
According to the results, the variation of earthquake frequency and intensity affects the bending moment created along the pile and also the distance between piles in a pile group affects the amount of the interaction between them.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Asheghabadi, Mohsen Saleh& Cheng, Xiaohui. 2020. Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-15.
https://search.emarefa.net/detail/BIM-1125918
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Asheghabadi, Mohsen Saleh& Cheng, Xiaohui. Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model. Advances in Civil Engineering No. 2020 (2020), pp.1-15.
https://search.emarefa.net/detail/BIM-1125918
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Asheghabadi, Mohsen Saleh& Cheng, Xiaohui. Investigation of Seismic Behavior of Clay-Pile Using Nonlinear Kinematic Hardening Model. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-15.
https://search.emarefa.net/detail/BIM-1125918
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1125918
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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