Time-domain solution for transient dynamic response of a large-diameter thin-walled pipe pile

Author:

Ding Xuanming,Liu Hanlong,Chu Jian,Cheng Ke

Publisher

Springer Science and Business Media LLC

Subject

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

Reference32 articles.

1. Chen F and Luo WZ (2004), “Dimension Effect on Low Strain Integrity Testing o f Prestressed Pipe Piles,” Chinese Journal Geotechnical Engineering, 26(3): 353–356. (in Chinese)

2. Chow YK, Phoon KK, Chow WF and Wong KY (2003), “Low Strain Integrity Testing of Piles: Threedimensional Effects,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 129(11): 1057–1062.

3. Ding XM, Liu HL, Liu JY and Chen YM (2011), “Wave Propagation in a Pipe Pile for Low Strain Integrity Testing,” Journal of Engineering Mechanics, ASCE, 137(9): 598–609.

4. Ding XM, Liu HL and Zhang B (2011), “High-frequency Interference in Low Strain Integrity Testing of Largediameter Pipe Piles,” Science China Technological Sciences, 54(2): 420–430.

5. Ding XM and Tan HM (2011), “Study on the Velocity Responses of Large-diameter Pipe Pile with Variable Wave Impedance in Low Strain Integrity Testing,” Journal of Sichuan University (Engineering Science Edition), 43(3):18–25. (in Chinese)

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