Study on Reinforcement Effect of Anti-sliding Piles on Qinhuai River Slope

DOI

10.2991/978-94-6463-336-8_77How to use a DOI?

Keywords

Embankment slope; Anti-sliding pile; Strength reduction method

Abstract

This paper summarizes the necessity and the reinforcement methods of slope stability, and introduces the application of strength reduction method in slope stability calculation. Combined with the Qinhuai River slope improvement project in Nanjing, the strength reduction method is used to analyze the impact of anti-slide piles on the Qinhuai River. The influence of the stability of the embankment slope, the calculation shows that the anti-slide pile effectively improves the stability of the Qinhuai River slope and can provide experience for various slope improvement projects.

Copyright

© 2023 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

TY  - CONF
AU  - Zhangh Huan
PY  - 2023
DA  - 2023/12/30
TI  - Study on Reinforcement Effect of Anti-sliding Piles on Qinhuai River Slope
BT  - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
PB  - Atlantis Press
SP  - 673
EP  - 680
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-336-8_77
DO  - 10.2991/978-94-6463-336-8_77
ID  - Huan2023
ER  -