Two-Dimensional Parametric Study of an Embankment on Clay Improved by an Artificial Crust Composite Foundation
المؤلفون المشاركون
Chen, Yonghui
Hu, Zhenhua
Xiao, Hongtian
Wang, Ying
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-16، 16ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-08-24
دولة النشر
مصر
عدد الصفحات
16
التخصصات الرئيسية
الملخص EN
In order to reduce the foundation settlement, conserve resources, and be environmental-friendly while increasing the use of soil resources, an artificial crust layer formed by in situ stabilization is proposed to combine with prestressed pipe piles over soft ground in road construction.
In this study, a centrifuge test and two-dimensional coupled-consolidation finite-element analyses are conducted to simulate the construction of an embankment.
And a two-dimensional parametric study is conducted to study the performance indicated by maximum long-term settlement, excess pore water, and tensile stress under various conditions.
The results of the centrifuge test clearly show that the measured settlement, excess pore water, and tensile stress are in good agreement with the calculated results.
In addition, the key factors of pile spacing and thickness and strength of the crust have an influence on the maximum settlement, stress of the foundation, and tensile stress of the crust using the two-dimensional coupled-consolidation finite-element analyses.
And the stress transfer regular of the foundation is analyzed under various conditions.
Moreover, the failure of the crust contained tensile cracking and shearing failure and the thickness of the pile that pierced the crust are also affected by the key factors.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Wang, Ying& Hu, Zhenhua& Chen, Yonghui& Xiao, Hongtian. 2020. Two-Dimensional Parametric Study of an Embankment on Clay Improved by an Artificial Crust Composite Foundation. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-16.
https://search.emarefa.net/detail/BIM-1124308
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Wang, Ying…[et al.]. Two-Dimensional Parametric Study of an Embankment on Clay Improved by an Artificial Crust Composite Foundation. Advances in Civil Engineering No. 2020 (2020), pp.1-16.
https://search.emarefa.net/detail/BIM-1124308
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Wang, Ying& Hu, Zhenhua& Chen, Yonghui& Xiao, Hongtian. Two-Dimensional Parametric Study of an Embankment on Clay Improved by an Artificial Crust Composite Foundation. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-16.
https://search.emarefa.net/detail/BIM-1124308
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1124308
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