Simulation experiment on the Uplift and Tilt Correction of Buildings through Grouting Strengthening
- DOI
- 10.2991/978-94-6463-316-0_41How to use a DOI?
- Keywords
- Tilt correction; Grouting uplift; Compaction grouting; Simulation experiment
- Abstract
Practical experience in underground construction has shown that the grouting uplift and tilt correction technique is more effective in addressing structural tilting issues that arise during construction. In order to enhance the study of the strengthening effects during the grouting uplift process, this research conducted indoor simulated grouting experiments to systematically analyze the consolidation grouting uplift mechanism. The study also examined changes in the physical and mechanical properties of the soil during the grouting process. Experimental validation confirmed that post-grouting, soil samples exhibited an increase in shear strength and density, also a decrease in water content and porosity. This affirms the effectiveness of consolidation grouting in achieving uplift and establishes certain patterns of soil sample reinforcement through grouting. The results of this study hold significance for engineering practice.
- 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 - Yunxuan Bi AU - Hanming Zhang PY - 2023 DA - 2023/12/14 TI - Simulation experiment on the Uplift and Tilt Correction of Buildings through Grouting Strengthening BT - Proceedings of the 2023 5th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2023) PB - Atlantis Press SP - 402 EP - 410 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-316-0_41 DO - 10.2991/978-94-6463-316-0_41 ID - Bi2023 ER -