journal article·2024-09-12Open access

Influence of Weathering Cavities on the Structural Stability of the Yuanjue Grottos in Southwestern China Based on 3D Numerical Simulation

Bin Li, Jinpeng Luan, Yinhua Luo, Jundian Chen, Fuquan Zhao

Applied Sciences· Volume 14· Issue 18

Abstract

The Yuanjue Grottos are representative of the sandstone grottos in southwest China. The structural stability of their wallrocks has suffered a certain degree of damage, resulting from weathering cavities, which seriously threatens the long-term preservation of these cultural relics. This study utilizes 3D numerical simulation to assess the impact of weathering cavity depth on the structural stability of the grottos. The results reveal that the presence of cavities has led to significant wallrock deformation and settlement, particularly in the front side of the entrance and baseplate area. As the cavity depth increases, the deformation effect intensifies. This study also characterizes the relationship between stress deformation and the distribution of weathered fissures, indicating that joint areas are more susceptible to spalling. Displacement monitoring indicates that the baseplate has experienced uplift, followed by settlement as the cavity depth increases, suggesting an initial phase of elastic deformation followed by plastic and brittle deformation stages, which is consistent with the numerical simulation results. Notably, the baseplate’s settlement trend was found to accelerate when the cavity depth exceeded 4 m, with significant changes being observed when the depth exceeded 5 m. Therefore, the depth of the weathering cavity beneath the entrance of the Yuanjue Grottos should be controlled within 5 m, in order to ensure their long-term stability. This research contributes to the understanding of the mechanisms affecting the structural stability of grottos and provides valuable insights for conservation efforts.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Masonry and Concrete Structural Analysis · Building materials and conservation · Hygrothermal properties of building materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China

Liaoning Non-Ferrous Geological Exploration and Research Institute, Shenyang 110062, China

Liaoning Institute of Geology and Mineral Resources, Shenyang 110032, China

Geophysical Measuring Exploration Institute of Liaoning Province, Shenyang 110031, China

Qingdao Geological Exploration Institute of Metallurgical Geology, Qingdao 266034, China

Funding

National Key Research and Development Program of China · Key Projects for Technological Innovation and Application Development in Chongqing · National Natural Science Foundation of China

References (22)

Show source-provided references
1. Towards a landscape archaeology of Buddhist cave-temples in China10.15184/aqy.2017.169 ↗
2. Fracture mechanisms and instability of openings in compression10.1016/S1365-1609(99)00105-7 ↗
3. Hou, Y., Zhang, J., Li, B., Gong, Y., Xu, Y., Wang, M., and Zhu, C. (2023). Stability study of the roof plate of the Yuanjue Cave based on the equivalent support stiffness method. Appl. Sci., 13.10.3390/app13074451 ↗
4. Three-Dimensional Numerical Modeling and Roof Deformation Analysis of Yuanjue Cave Based on Point Cloud Data10.1155/2020/8825015 ↗
5. Engineering Classification of Jointed Rock Mass
6. Observations of brittle failure around a circular test tunnel10.1016/S1365-1609(97)90200-8 ↗
7. Goodman, R., and Shi, G. (1985). Block Theory and Its Application to Rock Engineering, Prentice-Hall, Inc.
8. New method for calculating mapping function of opening with complex shape
9. Hajiabdolmajid, V. (2001). Mobilization of Strength in Brittle Failure of Rock. [Ph.D. Thesis, Queen’s University].
10. Modelling brittle failure of rock10.1016/S1365-1609(02)00051-5 ↗
11. Development of pre-processing package for FLAC3d and verification of its simulating effects
12. Development and application of new technology for 3D geomechanics model test of large underground houses10.3901/JME.2003.08.007 ↗
13. Numerical modelling of seismic slope failure using MPM
14. Chen, J., and Sheng, T. (1992). Experiment study on thestresses and stability of Geheyan Gravity Arch Dam of the Qingjiang River. Practice and Theory of Arch Dam: Proceedings of the International Symposium on Arch Dam, Hehai University Press.
15. He, X.S., Zhang, L., and Chen, Y. (2006, January 4–6). Stability study of abutment of Jinping-I arch dam by geomechanical model test. Proceedings of the 6th International Conference on Physical Modelling in Geotechnics, Hong Kong, China.10.1201/NOE0415415866.ch57 ↗
16. Harrison, J.P., and Hudson, J.A. (2000). Engineering Rock Mechanics. Part 2: Illustrative Workable Examples, Pergamon.
17. A review of techniques, advances and outstanding issues in numerical modeling for rock mechanics and rock engineering10.1016/S1365-1609(03)00013-3 ↗
18. Sun, L.F. (2009). Study on the Stability of the Underground Cavern Group under the Conditions of Different In Situ Stresses’ Characteristics and Different Yield Criteria. [Ph.D. Thesis, Shandong University].
19. Numerical Modeling and Stability Analysis of Surrounding Rock of Yuanjue Cave10.1155/2021/6652271 ↗
20. Stability monitoring and deformation laws of the Yuanjue Cave in the influence zone of the unloading zone10.1155/2021/6696030 ↗
21. Stability Evaluation of Deformation (Denudation) of Yuanjue Rock Cave Roof Based on Multisource Monitoring
22. Investigation on jointed rock strength based on fractal theory10.1007/s11771-017-3567-9 ↗