Study on characteristics of pipe pile of insert board machine penetration into soil
- DOI
- 10.2991/978-94-6463-336-8_54How to use a DOI?
- Keywords
- pipe pile; penetration velocity; penetration resistance; CEL method
- Abstract
Inserting plastic drainage board is commonly used in inserting machine, and the difficulty of inserting pipe pile into soil directly affects the efficiency of inserting construction. In this paper, CEL numerical method is used to study the relationship of penetration resistance with penetration depth and the influence of penetration velocity on penetration resistance. It is found that the stress of pile and pipe inserted into soil is symmetrical distribution. The curve of penetration resistance of clay layer with penetration depth has obvious turning point and limit value. The penetration resistance of sand layer increases with the increase of penetration depth, and there is no limit value. In addition, according to different construction conditions, the control of intubation speed in different soil layers is proposed.
- 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.
Cite this article
TY - CONF AU - Xiaowei Yan AU - Yuchi Hao AU - Jiachen Zeng AU - Sheng Wang PY - 2023 DA - 2023/12/30 TI - Study on characteristics of pipe pile of insert board machine penetration into soil BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 465 EP - 474 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_54 DO - 10.2991/978-94-6463-336-8_54 ID - Yan2023 ER -