Seismic displacement of gravity retaining walls
المؤلف
Ibrahim, Kamal Muhammad Hafiz Ismail
المصدر
Housing and Building National Research Center Journal
العدد
المجلد 11، العدد 2 (31 أغسطس/آب 2015)، ص ص. 224-230، 7ص.
الناشر
المركز القومي لبحوث الإسكان و البناء
تاريخ النشر
2015-08-31
دولة النشر
مصر
عدد الصفحات
7
التخصصات الرئيسية
الموضوعات
الملخص EN
Seismic displacement of gravity walls had been studied using conventional static methods for controlled displacement design.
In this study plain strain numerical analysis is performed using Plaxis dynamic program where prescribed displacement is applied at the bottom boundary of the soil to simulate the applied seismic load.
Constrained absorbent side boundaries are introduced to prevent any wave reflection.
The studied soil is chosen dense granular sand and modeled as elasto-plastic material according to Mohr–Column criteria while the gravity wall is assumed elastic.
By comparing the resulted seismic wall displacements calculated by numerical analysis for six historical ground motions with that calculated by the pseudo-static method, it is found that numerical seismic displacements are either equal to or greater than corresponding pseudo-static values.
Permissible seismic wall displacement calculated by AASHTO can be used for empirical estimation of seismic displacement.
It is also found that seismic wall displacement is directly proportional with the positive angle of inclination of the back surface of the wall, soil flexibility and with the earthquake maximum ground acceleration.
Seismic wall sliding is dominant and rotation is negligible for rigid walls when the ratio between the wall height and the foundation width is less than 1.4, while for greater ratios the wall becomes more flexible and rotation (rocking) increases till the ratio reaches 1.8 where overturning is susceptible to take place.
Cumulative seismic wall rotation increases with dynamic time and tends to be constant at the end of earthquake.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Ibrahim, Kamal Muhammad Hafiz Ismail. 2015. Seismic displacement of gravity retaining walls. Housing and Building National Research Center Journal،Vol. 11, no. 2, pp.224-230.
https://search.emarefa.net/detail/BIM-591919
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Ibrahim, Kamal Muhammad Hafiz Ismail. Seismic displacement of gravity retaining walls. Housing and Building National Research Center Journal Vol. 11, no. 2 (Aug. 2015), pp.224-230.
https://search.emarefa.net/detail/BIM-591919
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Ibrahim, Kamal Muhammad Hafiz Ismail. Seismic displacement of gravity retaining walls. Housing and Building National Research Center Journal. 2015. Vol. 11, no. 2, pp.224-230.
https://search.emarefa.net/detail/BIM-591919
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 229-230
رقم السجل
BIM-591919
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