Stability Control of Staged Filling Construction on Soft Subsoil Using Hyperbolic Settlement Prediction Method: A Case Study of a Tidal Flat in China
المؤلفون المشاركون
Chen, Shanxiong
Dai, Zhangjun
Li, Shichang
Yu, Fei
Li, Jian
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-11، 11ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-08-08
دولة النشر
مصر
عدد الصفحات
11
التخصصات الرئيسية
الملخص EN
An improved method, which combines in situ measured settlement data, hyperbolic method, and deep lateral displacement rate, is presented in this study to predict the consolidation and stability of the ground, which can be used in conducting staged filling construction on soft subsoil.
A case history of a highway embankment construction in a tidal flat with thick mucky clay is studied in Xia Pu, China.
Preloading with the prefabricated vertical drain method is adopted to accelerate the consolidation of a subgrade.
The field behavior of soft ground under filling load is observed through in situ monitoring sensors in four typical sections.
The final ground settlement in each stage is determined using the field monitoring data based on the hyperbolic settlement prediction method.
For each stage of graded filling load, the ground settlement with a strain consolidation degree of 95% is defined as the standard settlement, and the corresponding settlement time is set as the standard settlement time.
The preloading period is estimated according to the standard settlement time.
The deep lateral displacement rate of the ground is monitored to control the stability of the foundation and recommended to guide the embankment construction.
Results indicate that the presented method can predict the preloading time of graded filling, reduce the frequency of observation, and ensure the consolidation and stability of the ground.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Yu, Fei& Li, Shichang& Dai, Zhangjun& Li, Jian& Chen, Shanxiong. 2020. Stability Control of Staged Filling Construction on Soft Subsoil Using Hyperbolic Settlement Prediction Method: A Case Study of a Tidal Flat in China. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-11.
https://search.emarefa.net/detail/BIM-1125698
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Yu, Fei…[et al.]. Stability Control of Staged Filling Construction on Soft Subsoil Using Hyperbolic Settlement Prediction Method: A Case Study of a Tidal Flat in China. Advances in Civil Engineering No. 2020 (2020), pp.1-11.
https://search.emarefa.net/detail/BIM-1125698
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Yu, Fei& Li, Shichang& Dai, Zhangjun& Li, Jian& Chen, Shanxiong. Stability Control of Staged Filling Construction on Soft Subsoil Using Hyperbolic Settlement Prediction Method: A Case Study of a Tidal Flat in China. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-11.
https://search.emarefa.net/detail/BIM-1125698
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1125698
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