Long-term settlement prediction of high-speed railway bridge pile foundation

Author:

Yang Qi,Leng Wu-ming,Zhang Sheng,Nie Ru-song,Wei Li-min,Zhao Chun-yan,Liu Wei-zheng

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Reference26 articles.

1. LENG Wu-ming, YANG Qi, NIE Ru-song, YUE Jian. Study of post-construction settlement combination forecast method of high-speed railway bridge pile foundation [J]. Rock and Soil Mechanics, 2011, 32(11): 3341–3348. (in Chinese)

2. MEYERHOF G G. Bearing capacity and settlement of pile foundations [J]. Journal of Geotechnical Engineering, 1976, 102(3): 195–228.

3. POULOS H G. Analysis of the settlement of pile groups [J]. Geotechnique, 1968, 18(4): 449–471.

4. WEI D G, RANDOLPH M F. An efficient approach for settlement prediction of pile groups [J]. Geotechnique, 1999, 49(2): 161–179.

5. DUNG N T, CHUNG S G, KIM S R. Settlement of piled foundations using equivalent raft approach [J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2010, 163(2): 65–81.

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