| _version_ | 1866901629126574080 |
|---|---|
| author | Meng Yuan Ningbo Peng Bo Sun Fengrui Wang Hongbo Liu |
| author_facet | Meng Yuan Ningbo Peng Bo Sun Fengrui Wang Hongbo Liu |
| contents | Most existing ancient masonry structures in China suffer from various forms of deterioration, making their conservation extremely challenging. To investigate scientifically sound conservation techniques for ancient masonry structures within the Hailongtun ruins, the representative Feifeng Castle was selected for analysis. Firstly, through field investigation and survey, the existing deterioration conditions of Feifeng Castle and the engineering geological context were analyzed. Then, numerical simulation using the finite difference software FLAC3D, combined with field survey data, was employed to analyze the causes of structural deformation. Finally, integrating the findings from the field survey and numerical simulation, reinforcement measures suitable for this type of castle structure were proposed. The conclusions drawn from this study can provide a reference for the reinforcement and restoration of other castles within Hailongtun and similar types of ancient masonry structures. |
| format | Recurso digital |
| id | zenodo_https___doi_org_10_5281_zenodo_18085981 |
| institution | Zenodo |
| language | |
| publishDate | 2025 |
| publisher | Zenodo |
| record_format | zenodo |
| spellingShingle | Study on Deformation Analysis and Reinforcement Measures of Feifeng Castle in Hailongtun, Guizhou Meng Yuan Ningbo Peng Bo Sun Fengrui Wang Hongbo Liu Ancient masonry structure; Heritage conservation; Deformation analysis; Reinforcement measures; Numerical simulation Most existing ancient masonry structures in China suffer from various forms of deterioration, making their conservation extremely challenging. To investigate scientifically sound conservation techniques for ancient masonry structures within the Hailongtun ruins, the representative Feifeng Castle was selected for analysis. Firstly, through field investigation and survey, the existing deterioration conditions of Feifeng Castle and the engineering geological context were analyzed. Then, numerical simulation using the finite difference software FLAC3D, combined with field survey data, was employed to analyze the causes of structural deformation. Finally, integrating the findings from the field survey and numerical simulation, reinforcement measures suitable for this type of castle structure were proposed. The conclusions drawn from this study can provide a reference for the reinforcement and restoration of other castles within Hailongtun and similar types of ancient masonry structures. |
| title | Study on Deformation Analysis and Reinforcement Measures of Feifeng Castle in Hailongtun, Guizhou |
| topic | Ancient masonry structure; Heritage conservation; Deformation analysis; Reinforcement measures; Numerical simulation |
| url | https://doi.org/10.5281/zenodo.18085981 |