Proceedings of the 2024 3rd International Conference on Structural Seismic Resistance, Monitoring and Detection (SSRMD 2024)

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Numerical simulation of combined vacuum loading soft foundation treatment considering time effect and well resistance effect

Authors
Xionghui Zhang1, *, Jianfeng Peng1, Xiaofu Huang1, Guanghui Lin1, Fagui Liu1
1Guangzhou Salvation Bureau, Guangzhou, 510260, China
*Corresponding author. Email: 154997320@qq.com
Corresponding Author
Xionghui Zhang
Available Online 29 April 2024.
DOI
10.2991/978-94-6463-404-4_19How to use a DOI?
Keywords
Soft base reinforcement; vacuum-stacking combined preloading; Numerical simulation
Abstract

Since the existing numerical simulation calculation methods of vacuum stacking combined with precompression soft base treatment are mostly applied according to the vacuum degree unchanged or linearly decreasing along the depth, in fact, with the passage of time, due to the cracking of the surrounding soil, the vacuum degree will also show an overall downward trend over time. In this paper, the MIDAS GTS finite element software is used to consider the influence of well resistance effect and time effect on vacuum, and the numerical simulation and comparison study of vacuum combined with stacked soft base treatment are carried out, and the results show that the loss of vacuum degree due to depth and time will have a certain impact on the final soft base treatment effect.

Copyright
© 2024 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.

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Volume Title
Proceedings of the 2024 3rd International Conference on Structural Seismic Resistance, Monitoring and Detection (SSRMD 2024)
Series
Atlantis Highlights in Engineering
Publication Date
29 April 2024
ISBN
10.2991/978-94-6463-404-4_19
ISSN
2589-4943
DOI
10.2991/978-94-6463-404-4_19How to use a DOI?
Copyright
© 2024 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  - Xionghui Zhang
AU  - Jianfeng Peng
AU  - Xiaofu Huang
AU  - Guanghui Lin
AU  - Fagui Liu
PY  - 2024
DA  - 2024/04/29
TI  - Numerical simulation of combined vacuum loading soft foundation treatment considering time effect and well resistance effect
BT  - Proceedings of the 2024 3rd International Conference on Structural Seismic Resistance, Monitoring and Detection (SSRMD 2024)
PB  - Atlantis Press
SP  - 183
EP  - 195
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-404-4_19
DO  - 10.2991/978-94-6463-404-4_19
ID  - Zhang2024
ER  -