Field test study on deep soft soil reinforcement by vacuum preloading without sand cushion
- DOI
- 10.2991/978-94-6463-336-8_10How to use a DOI?
- Keywords
- vacuum preloading; no-sand cushion; surface settlement; shear strength
- Abstract
To evaluate the difference in reinforcement effect between vacuum preloading without sand cushion and conventional vacuum preloading for deep soft foundation, field comparative tests are carried out. The results show that the surface settlement during vacuum preloading without sand cushion is about 17% higher than that of conventional vacuum preloading, and the strength growth after vacuum preloading without sand cushion is about 26% higher than that of conventional vacuum preloading. The study also reveals that the reinforcement uniformity of the sand-free cushion method is weaker than that of the conventional vacuum preloading method. The research results will provide data support for the design and scheme comparison of soft foundation reinforcement by drainage consolidation method in the future.
- 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 - Junlong Hu AU - Yao Xie AU - Jing Wang AU - Deyong Wang PY - 2023 DA - 2023/12/30 TI - Field test study on deep soft soil reinforcement by vacuum preloading without sand cushion BT - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023) PB - Atlantis Press SP - 75 EP - 83 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-336-8_10 DO - 10.2991/978-94-6463-336-8_10 ID - Hu2023 ER -