Please use this identifier to cite or link to this item:
https://dspace.ctu.edu.vn/jspui/handle/123456789/73433
Nhan đề: | Three-dimensional numerical analysis of geosynthetic-reinforced pile supported embankments |
Tác giả: | Pham, Minh Tuan Vo, Dai Nhat Pham, Van Hung |
Từ khoá: | Soil arching Numerical simulatio Geosynthetics Piled embankment |
Năm xuất bản: | 2021 |
Tùng thư/Số báo cáo: | Tạp chí Xây dựng Việt Nam;Số 641 .- Tr.269-273 |
Tóm tắt: | In many areas, poor ground conditions are a common hindrance to the construction of structures over soft ground. To deal with that problem, the geosynthetic reinforced pile-supported embankment has been widely used over recent years to support infrastructure due to the benefits for construction such as low cost and time reduction. Unfortunately, there is uncertainty concerning the applicability of the design methods due to the complicated mechanisms of the solution. In order to gain a better understanding of the method, 3D numerical modeling has been built for the geosynthetic reinforced pile-supported embankment, the load on the pile, the soft soil, and the geosynthetic are clearly illustrated. They are validated by several analytical methods. Additionally, the influence of geosynthetic stiffness and surcharge on the soil arching is investigated. |
Định danh: | https://dspace.ctu.edu.vn/jspui/handle/123456789/73433 |
ISSN: | 2734-9888 |
Appears in Collections: | Xây dựng |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
_file_ Restricted Access | 1.61 MB | Adobe PDF | ||
Your IP: 216.73.216.82 |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.