Settlement mechanism of piled-raft foundation due to cyclic train loads and its countermeasure

Author:

Gu Linlin,Ye Guanlin,Wang Zhen,Ling Xianzhang,Zhang Feng

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Bao YF, Ye GL, Ye B and Zhang F (2012), “Seismic Evaluation of Soil-foundation-superstructure System Considering Geometry and Material Nonlinearities of both Soils and Structures,” Soils and Foundations, 52(2): 257–278.

2. Bian XC, Zeng EX and Chen YM (2008), “Long-term Settlements of Soft Soil Ground Induced by Train Traffic Loading,” Rock and Soil Mechanics, 29(11): 2990–2996. (in Chinese)

3. Chai JC and Miura N (2002), “Traffic-load-induced Permanent Deformation of Road on Soft Subsoil,” Journal of Geotechnical and Geoenvironmental Engineering, 122(12): 1006–1013.

4. Fujikawa K, Miura N and Beppu I (1996), “Field Investigation on the Settlement of Low Embankment Road due to Traffic Load and Its Prediction,” Soils and Foundations, 36(4): 147–153. (in Japanese)

5. Hyodo M, Yasuhara K and Murata H (1996), “Deformation Analysis of the Soft Clay Foundation of Low Embankment Road under Traffic Loading.” Proc., 31st Symposium of Japanese Society of Soil Mechanics and Foundation Engineering, 27–32 (in Japanese).

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