Effect of embedment and spacing ratios on the response of lateral load of single and group piles
المؤلفون المشاركون
al-Dahlaqi, Muhammad Hasan
Shalub, Ayah H.
al-Niami, Muhammad Abd al-Latif Mahmud
المصدر
Engineering and Technology Journal
العدد
المجلد 39، العدد 7 (31 يوليو/تموز 2021)، ص ص. 1144-1152، 9ص.
الناشر
تاريخ النشر
2021-07-31
دولة النشر
العراق
عدد الصفحات
9
التخصصات الرئيسية
الموضوعات
الملخص EN
This paper displays an experimental work of three-scale model tests of single pile and nine–scale model tests of group pile (1x2) with spacing to diameter (S/D) ratios (2, 4, and 6) respectively.
The pile models inserted in the medium-dense dry sand with a relative density of 60% and different length to diameter (L/D) ratios (15, 25, and 30) were subjected to the lateral load with a rate of 2.5 mm/min.
The test results present the effect of the change of the ratio of (L/D) and (S/D) on lateral displacements at the head of the pile.
For single and group piles when the embedment ratio (L/D) increases, the ultimate lateral load increases also for group piles.
When the (S/D) ratio increases, the ultimate lateral load increases.
However, for (L/D) equal to 20, this increment is not linear with spacing increment, where a slight increment is observed of the relatively close pile and vice versa.
While for other (L/D) ratios the increment of pile load is increased linearly with spacing This paper displays an experimental work of three-scale model tests of single pile and nine–scale model tests of group pile (1x2) with spacing to diameter (S/D) ratios (2, 4, and 6) respectively.
The pile models inserted in the medium-dense dry sand with a relative density of 60% and different length to diameter (L/D) ratios (15, 25, and 30) were subjected to the lateral load with a rate of 2.5 mm/min.
The test results present the effect of the change of the ratio of (L/D) and (S/D) on lateral displacements at the head of the pile.
For single and group piles when the embedment ratio (L/D) increases, the ultimate lateral load increases also for group piles.
When the (S/D) ratio increases, the ultimate lateral load increases.
However, for (L/D) equal to 20, this increment is not linear with spacing increment, where a slight increment is observed of the relatively close pile and vice versa.
While for other (L/D) ratios the increment of pile load is increased linearly with spacing increase.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Niami, Muhammad Abd al-Latif Mahmud& al-Dahlaqi, Muhammad Hasan& Shalub, Ayah H.. 2021. Effect of embedment and spacing ratios on the response of lateral load of single and group piles. Engineering and Technology Journal،Vol. 39, no. 7, pp.1144-1152.
https://search.emarefa.net/detail/BIM-1281541
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Niami, Muhammad Abd al-Latif Mahmud…[et al.]. Effect of embedment and spacing ratios on the response of lateral load of single and group piles. Engineering and Technology Journal Vol. 39, no. 7 (2021), pp.1144-1152.
https://search.emarefa.net/detail/BIM-1281541
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Niami, Muhammad Abd al-Latif Mahmud& al-Dahlaqi, Muhammad Hasan& Shalub, Ayah H.. Effect of embedment and spacing ratios on the response of lateral load of single and group piles. Engineering and Technology Journal. 2021. Vol. 39, no. 7, pp.1144-1152.
https://search.emarefa.net/detail/BIM-1281541
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1281541
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