A simplified method for investigating the bending behavior of piles supporting embankments on soft ground

Author:

Diao Yu,Guo Yuhao,Jia Zhenyang,Zheng Gang,Pan Weiqiang,Shang Dongfan,Zhang Ying

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference39 articles.

1. Zheng G, Yang X Y, Zhou H Z, Chai J C. Numerical modeling of progressive failure of rigid piles under embankment load. Canadian Geotechnical Journal, 2019, 56(1): 23–34

2. Wang L, Wang P, Wei K, Dollevoet R, Li Z. Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests. Transportation Geotechnics, 2022, 34: 100734

3. Zheng G, Liu L. Numerical analysis of the pile lateral behavior and anti-slip mechanism of rigid pile supported embankments. In: Proceedings of U.S.–China Workshop on Ground Improvement Technologies 2009. Reston: American Society of Civil Engineers, 2009, 63–72

4. Zheng G, Liu L, Han J. Stability of embankment on soft subgrade reinforced by rigid inclusions (II)-group piles analysis. Chinese Journal of Geotechnical Engineering, 2010, 32: 1811–1820 (in Chinese)

5. Sagaseta C. Analysis of undrained soil deformation due to ground loss. Géotechnique, 1987, 37(3): 301–320

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