Effect of Sand Relative Density on Response of a Laterally Loaded Pile and Sand Deformation
المؤلفون المشاركون
Teng, Jun
Chen, Rui
Dong, Jianghui
Yu, Yang
Yuan, Bingxiang
Wang, Yixian
Chen, Wenwu
Peng, Tao
Feng, Zhongwen
المصدر
العدد
المجلد 2015، العدد 2015 (31 ديسمبر/كانون الأول 2015)، ص ص. 1-6، 6ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2015-07-02
دولة النشر
مصر
عدد الصفحات
6
التخصصات الرئيسية
الملخص EN
Two scale-model tests were separately conducted in standard Toyoura sand with relative density of 50% and 80%.
The effect of sand relative density on pile-soil interaction was investigated through the response of a laterally loaded pile and the sand movement around the pile.
At a displacement of 3.6 mm of the loading point, the applied loads in loose and dense sand were 4.775 N and 21.025 N, respectively, and the maximum moment and soil resistance of the pile in dense sand were over 4 times those in loose sand.
However, the deflection of the pile in dense sand was less than that in loose sand; additionally, the depth of zero deflection in dense sand was also less than that in loose sand.
At the same time, the maximum displacements of loose sand in the vertical profile and ground surface were over 1.5 times those of dense sand.
These characteristics occurred because the relative stiffness ratio of soil and pile increased as the relative density increased, which caused the behavior of the pile in dense sand to be elastic rather than rigid.
In addition, the compacted sand particles did not move as easily as the loose sand particles.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Yuan, Bingxiang& Chen, Rui& Teng, Jun& Wang, Yixian& Chen, Wenwu& Peng, Tao…[et al.]. 2015. Effect of Sand Relative Density on Response of a Laterally Loaded Pile and Sand Deformation. Journal of Chemistry،Vol. 2015, no. 2015, pp.1-6.
https://search.emarefa.net/detail/BIM-1067671
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Yuan, Bingxiang…[et al.]. Effect of Sand Relative Density on Response of a Laterally Loaded Pile and Sand Deformation. Journal of Chemistry No. 2015 (2015), pp.1-6.
https://search.emarefa.net/detail/BIM-1067671
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Yuan, Bingxiang& Chen, Rui& Teng, Jun& Wang, Yixian& Chen, Wenwu& Peng, Tao…[et al.]. Effect of Sand Relative Density on Response of a Laterally Loaded Pile and Sand Deformation. Journal of Chemistry. 2015. Vol. 2015, no. 2015, pp.1-6.
https://search.emarefa.net/detail/BIM-1067671
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1067671
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