Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)

<Previous Article In Volume
Next Article In Volume>

Comparative analysis of field test of dredger fill foundation reinforced by vacuum preloading method without sand cushion

Authors
Yao Xie1, 2, *, Junlong Hu1, 2, 3, Jing Wang1, 2, 3, Deyong Wang1, 2, 3
1CCCC Fourth Harbor Engineering Institute Co., Ltd, Guangzhou, Guangdong, 510230, China
2Key Laboratory of Environment and Safety Technology of Transportation Infrastructure Engineering, CCCC, Guangzhou, Guangdong, 510230, China
3Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai), Zhuhai, Guangdong, 519082, China
*Corresponding author.
Corresponding Author
Yao Xie
Available Online 30 December 2023.
DOI
10.2991/978-94-6463-336-8_13How to use a DOI?
Keywords
Vacuum preloading method without sand cushion; gravel pile; sand pile; Loaded combined sand pile; field test
Abstract

In order to explore the difference between vacuum preloading without sand cushion and gravel pile, sand pile, and surcharge combined sand pile technology on the reinforcement effect of soft soil foundation, comparative tests were carried out in four areas at the test site. The test results show that the vacuum preloading technology without sand cushion has good drainage performance. After using this technology, a hard-shell layer with high strength can be formed on the surface of the foundation, and the foundation treatment effect of the combined sand well technology is close to that of the vacuum preloading method. The study also found that the reinforcement uniformity of the sand-free cushion vacuum preloading method is weak, and the settlement is uneven during the process. The results of this study provide theoretical support for the comparison and selection of design schemes for soft soil foundation reinforcement.

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)

<Previous Article In Volume
Next Article In Volume>
Volume Title
Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
Series
Advances in Engineering Research
Publication Date
30 December 2023
ISBN
978-94-6463-336-8
ISSN
2352-5401
DOI
10.2991/978-94-6463-336-8_13How to use a DOI?
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

risenwbib
TY  - CONF
AU  - Yao Xie
AU  - Junlong Hu
AU  - Jing Wang
AU  - Deyong Wang
PY  - 2023
DA  - 2023/12/30
TI  - Comparative analysis of field test of dredger fill foundation reinforced by vacuum preloading method without sand cushion
BT  - Proceedings of the 2023 9th International Conference on Architectural, Civil and Hydraulic Engineering (ICACHE 2023)
PB  - Atlantis Press
SP  - 108
EP  - 115
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-336-8_13
DO  - 10.2991/978-94-6463-336-8_13
ID  - Xie2023
ER  -