Upper-bound analysis of uplift piles in nonhomogeneous clay using streamline velocity fields.
Saved in:
| Title: | Upper-bound analysis of uplift piles in nonhomogeneous clay using streamline velocity fields. |
|---|---|
| Authors: | Yu, Jian1 (AUTHOR), Zhu, Kewen1 (AUTHOR), Huang, Maosong1 (AUTHOR) mshuang@tongji.edu.cn, Tan, Qi Wen Jorgin2 (AUTHOR) |
| Source: | Acta Geotechnica. May2023, Vol. 18 Issue 5, p2457-2471. 15p. |
| Subjects: | Clay, Velocity, Lateral loads |
| Abstract: | An axisymmetric streamline velocity field is developed and applied to the upper-bound analysis of uplift piles in undrained clay with a linear relationship between undrained strength and depth. The obtained upper-bound uplift bearing capacity factors (Nc) are verified by comparing with elastoplastic finite-element and existing lower-bound solutions. Parametric studies are carried out to investigate the variation of Nc with different embedment ratios, pile roughness and undrained strength profile. A formulation predicting the upper-bound capacity of uplift piles in clay is proposed. Finally, its reliability is assessed by comparing with existing laboratory and field test results. [ABSTRACT FROM AUTHOR] |
| Copyright of Acta Geotechnica is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.) | |
| Database: | Engineering Source |
|
Full text is not displayed to guests.
Login for full access.
|
|
Be the first to leave a comment!