Analysis of the frequency–response stability and reliability of a tower-column unstable rock mass on a high and steep slope

Author:

Zhou Fuchuan,Liu Xinrong,Tang Hongmei,Miao Mengqi,Xu Bin,Guo Xueyan

Funder

Natural Science Foundation of Chongqing Municipality

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Chongqing Postdoctoral Science Foundation

Science and Technology Research Program of Chongqing Municipal Education Commission

Publisher

Springer Science and Business Media LLC

Reference32 articles.

1. Du, Y. et al. Safety monitoring experiment of unstable rock based on natural vibration frequency. Rock Soil Mech. 37(10), 3035–3040 (2016).

2. Yang, J. W., Bai, R. C., Yu, Y. J. & He, F. Inversion test and numerical verification on natural period of rock slope with weak layers. J. China Coal Soc. 40(S1), 69–75 (2015).

3. Valentin, J. et al. The dynamic response of prone-to-fall columns to ambient vibrations: comparison between measurements and numerical modelling. Geophys. J. Int. 2, 1–41 (2017).

4. Du, Y., Wu, Z. X., Xie, M. W., Liu, R. C. & Chen, C. Early-warning method of rock collapse and its experimental verification. J. China Coal Soc. 44(10), 3069–3075 (2019).

5. Du, Y., Lu, Y. D., Xie, M. W. & Jia, J. L. A new attempt for early warning of unstable rocks based on vibration parameters. Bull. Eng. Geol. Environ. 79, 4363–4368 (2020).

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