Author:
Teng Yunnan,Wen Bangchun,Xie Liyang
Publisher
Springer Nature Singapore
Reference21 articles.
1. Edirisinghe, T.L., Talbot, J.P.: A parametric study of the train-induced vibration of a single pile near an underground railway tunnel. Soil Dyn. Earthq. Eng. 158 (2022).
2. Wei, J., Wang, a,b.W., Wu, J.: Numerical investigation of inside peak particle velocities for predicting the vibration influence radius of vibratory pile driving. Soil Dyn. Earthq. Eng. 153 (2022).
3. Wang, W.D., Wei, J.B., Wu, J.B., Zhou, R.F.: Field test and analysis on effects of pile driving with high-frequency and resonance-free technology on surrounding soil. J. Build. Struct. 42(4), 131–138 (2021)
4. Shan, Y., Xiao, W.X., Xiang, K., Wang, B.L., Zhou, S.H.: Semi-automatic construction of pile-supported subgrade adjacent to existing railway. Autom. ConStruct. 134 (2022)
5. Xu, M.J., Wei, D.M.: 3D non-axisymmetrical dynamic response of unsaturated soils. Eng. Mech. 28(3), 78–85 (2011)