| Issue |
E3S Web Conf.
Volume 653, 2025
The 1st International Conference on Innovative Structure and Resilient City (ISRC 2025)
|
|
|---|---|---|
| Article Number | 01001 | |
| Number of page(s) | 4 | |
| Section | Innovative Structural Systems and Seismic Resilience | |
| DOI | https://doi.org/10.1051/e3sconf/202565301001 | |
| Published online | 20 October 2025 | |
Effectiveness of a Chemical Grouting Method for Liquefaction Mitigation beneath Existing Detached Houses
1 Chubu University, Department of Civil Engineering, 487-8501, Aichi, Japan
2 Center for Better Living, Tsukuba Building Research and Testing Laboratory, 305-0802, Ibaraki, Japan
3 Gifu University, Department of Civil Engineering, 501-1193, Gifu, Japan
4 Taiyo Kisokogyo Co., Ltd, 454-0871, Aichi, Japan
* Corresponding author: yokawa@fsc.chubu.ac.jp
This study examined the effectiveness of a chemical grouting method as a liquefaction countermeasure for existing detached houses. The study used a combination of centrifuge shaking table experiments and numerical simulations, to investigate this method. The numerical model was validated based on its ability to accurately reproduce experimental results regarding excess pore water pressure and relative settlement between the house and the ground. Results showed that the skirt-type improvement is a more economical solution that effectively suppresses settlement while maintaining house stability through its rigid frame effect. In addition, the method enhances disaster resilience by reducing repair needs and supporting post-earthquake habitability of houses, thereby contributing to faster community recovery.
© The Authors, published by EDP Sciences, 2025
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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