Study on Bearing Behavior and Failure Envelope of the Foundation under Composite Loading in Soft Soil
- DOI
- 10.2991/978-94-6463-650-5_17How to use a DOI?
- Keywords
- Bucket foundation; Numerical simulation; Combined loading; Bearing behavior; Envelope
- Abstract
Foundations of towering structures are usually subjected to complex multidirectional loads. For investigating the bearing behavior of bucket foundation in soft soil under vertical-horizontal composite loading, a three-dimensional numerical model was developed in this paper. Combining the Swipe loading method and the Probe loading method, the failure mechanism of the foundation under V-H composite loading was investigated. Under the combined V-H load, the horizontal bearing capacity of the barrel foundation increased with the increase of vertical load. The foundation failure envelope was obtained, and the results shown that the envelope expands gradually with the increase of the L/D. The V-H bearing envelope obtained is found to be even smaller with no-suction interface.
- Copyright
- © 2025 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 - Hongjie He AU - Nan Zhang AU - Wen Qi AU - Cheng Li PY - 2025 DA - 2025/01/31 TI - Study on Bearing Behavior and Failure Envelope of the Foundation under Composite Loading in Soft Soil BT - Proceedings of the 2024 7th International Conference on Civil Architecture, Hydropower and Engineering Management (CAHEM 2024) PB - Atlantis Press SP - 167 EP - 173 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-650-5_17 DO - 10.2991/978-94-6463-650-5_17 ID - He2025 ER -