Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites
Abstract
:1. Introduction
2. Heritage Profile and Vibration Control Standards
2.1. Heritage Overview
2.2. Ambient Vibration Source
2.3. Heritage Overview
3. Shock Vibration Field Test
3.1. Test Instruments
3.2. Measurement Points Arrangement
3.3. Test Conditions
4. Test Results and Analysis
4.1. Measurement Point Vibration Velocity Response
4.2. Hanger Appearance Inspection
4.3. Hanger Overall Static Load Test
4.4. Vibration Attenuation Law and Safety Distance Calculation
5. Similar Studies
6. Conclusions
- (1)
- The change law of vibration velocity response with the distance of vibration source is similar under different travel speeds. With the increase of vibration source distance, the vibration response decays exponentially, and the vibration velocity increases with the increase of travel speed, showing a power function relationship overall.
- (2)
- The superior frequency band of the vibration response caused by passing the speed bump is 0–40 Hz, and the primary frequency of the truck vibration is 20 Hz. The vibration response of each frequency band decreases with the increase of the vibration source distance. The decay rate of the high-frequency vibration is significantly higher than that of the low-frequency vibration.
- (3)
- Combined with the experimental monitoring data, the general functional relationship of vibration intensity with travel speed and vibration source distance is established. The empirical parameters of the impact of travel speed on the vibration of adjacent underground cultural relics are obtained. This research can predict the vibration of underground cultural relics, which has specific significance for protecting underground cultural relics.
- (4)
- Indeed, regarding the effect on historic structures, road traffic vibration surpasses subway vibration and proves to be more challenging to manage. Integrating micro-vibration control techniques in historic buildings should be accompanied by strategies like minimizing road traffic and expanding the buffer zone between buildings and roads.
7. Limitations and Future Research
- (1)
- The study lacks modeling and theoretical analysis, focusing only on field in-situ tests.
- (2)
- The test findings only consider the surface vibration response without investigating the vibration attenuation pattern at different depths.
- (1)
- Micro-vibration control is crucial for safeguarding cultural artifacts and structures. The effects of vibration on these entities can compromise both their safety and integrity. Therefore, it is imperative to develop a method for assessing the susceptibility of cultural artifacts or sites to micro-vibrations.
- (2)
- Maintenance has a beneficial impact on enhancing the ability of structures to withstand vibrations, particularly for cultural relics made of earth blocks classified as “cultural sites or relics.” It is necessary to implement suitable reinforcing measures for these relics.
- (3)
- Development of vibration standards for “earth-block cultural artifacts”.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Layer Number | Name | Thickness (m) | Feature Description |
---|---|---|---|
① | Cultivated soil layer | 0.04~0.2 | Greyish-brown soil color, loose soil texture |
② | Clay layer | 0.04~0.2 | Gray-brown, sticky, containing a small amount of ceramic flakes |
③ | Clay layer | 0.26~0.5 | Grayish yellow, stickier, with ceramic flakes |
④ | Clay layer | 0.1~0.38 | Gray-black, stickier, no relics found |
⑤ | Clay layer | 0.36~0.44 | Blackish soil with a lot of red-burned clay |
⑥ | Black soil layer | 1.2~1.26 | Loose soil with grass ash and sandy soil |
⑦ | Grey soil layer | 0.40~0.44 | Clay soil with a small amount of red-hot clay |
⑧ | Loess layer | 0.15~0.28 | Compact soil with a few ceramic shards |
Working Condition No. | Travel Speed (km/h) | Number of Tests |
---|---|---|
1 | 10 | 3 |
2 | 20 | 3 |
3 | 40 | 3 |
4 | 60 | 3 |
Measurement Point Number | Peak Vibration Response (mm/s) | |||
---|---|---|---|---|
10 km/h | 20 km/h | 40 km/h | 60 km/h | |
1 | 0.719 | 1.923 | 5.164 | 6.671 |
2 | 0.404 | 0.841 | 1.408 | 1.547 |
3 | 0.304 | 0.652 | 0.852 | 1.074 |
4 | 0.211 | 0.446 | 0.703 | 0.813 |
5 | 0.109 | 0.24 | 0.383 | 0.491 |
6 | 0.105 | 0.224 | 0.332 | 0.441 |
7 | 0.073 | 0.155 | 0.243 | 0.274 |
Serial Number | Travel Speed (km/h) | Safety Distance (m) |
---|---|---|
1 | 10 | 34.6 |
2 | 20 | 57.4 |
3 | 30 | 72.2 |
4 | 40 | 83.2 |
5 | 50 | 92.0 |
6 | 60 | 99.3 |
7 | 70 | 105.5 |
8 | 80 | 111.0 |
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Zhu, L.; Meng, J.; Chen, L.; Hu, X. Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites. Appl. Sci. 2023, 13, 13347. https://doi.org/10.3390/app132413347
Zhu L, Meng J, Chen L, Hu X. Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites. Applied Sciences. 2023; 13(24):13347. https://doi.org/10.3390/app132413347
Chicago/Turabian StyleZhu, Liming, Jiang Meng, Lingkun Chen, and Xiaolun Hu. 2023. "Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites" Applied Sciences 13, no. 24: 13347. https://doi.org/10.3390/app132413347
APA StyleZhu, L., Meng, J., Chen, L., & Hu, X. (2023). Experimental Investigation and In-Situ Testing of Traffic-Induced Vibrations on the Adjacent Ruins of an Ancient Cultural Sites. Applied Sciences, 13(24), 13347. https://doi.org/10.3390/app132413347