Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment

المؤلفون المشاركون

Zhang, Jun
Liu, Shao-wen
Pu, He-fu

المصدر

Advances in Materials Science and Engineering

العدد

المجلد 2015، العدد 2015 (31 ديسمبر/كانون الأول 2015)، ص ص. 1-9، 9ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2015-10-04

دولة النشر

مصر

عدد الصفحات

9

الملخص EN

With a large number of applications of conventional technique for geosynthetic-reinforced and pile-supported (GRPS) embankment (called CT embankment), many deficiencies have been exposed.

In view of the deficiencies, an improved technique, fixed-geosynthetic-reinforced and pile-supported embankment (called FGT embankment), is developed.

To investigate the performance of the FGT embankment, the comparison analyses and parametric studies are conducted by Finite Element Method (FEM).

The influencing factors investigated include elastic modulus of soil, tensile stiffness of geosynthetics, pile length, pile spacing, and pile elastic modulus.

In addition, the cost evaluation for the FGT embankment and CT embankment is also made.

The results show that the FGT embankment can significantly reduce the settlement and differential settlement, enhance the stability, and provide an economical and effective measure for the construction of high embankment at the bridge approach.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Zhang, Jun& Liu, Shao-wen& Pu, He-fu. 2015. Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment. Advances in Materials Science and Engineering،Vol. 2015, no. 2015, pp.1-9.
https://search.emarefa.net/detail/BIM-1053571

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Zhang, Jun…[et al.]. Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment. Advances in Materials Science and Engineering No. 2015 (2015), pp.1-9.
https://search.emarefa.net/detail/BIM-1053571

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Zhang, Jun& Liu, Shao-wen& Pu, He-fu. Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment. Advances in Materials Science and Engineering. 2015. Vol. 2015, no. 2015, pp.1-9.
https://search.emarefa.net/detail/BIM-1053571

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1053571