Centrifuge Modeling on Performance of Plumb-Pile-Supported Wharf under Yard-Heaped Loads-Reference-Cited by-同舟云学术

Centrifuge Modeling on Performance of Plumb-Pile-Supported Wharf under Yard-Heaped Loads

Published:2020-01 Issue:1 Volume:146 Page:04019029
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Yan Zhen¹,Sun Xiping²,Chen Yu³,Zhang Huaqing⁴

Affiliation:

1. Research Assistant, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport, 2618th, 2nd Rd., District of Xingang, Tianjin 300456, China (corresponding author).

2. Researcher Associate, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport, 2618th, 2nd Rd., District of Xingang, Tianjin 300456, China.

3. Researcher Assistant, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport, 2618th, 2nd Rd., District of Xingang, Tianjin 300456, China.

4. Researcher, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport, 2618th, 2nd Rd., District of Xingang, Tianjin 300456, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29WW.1943-5460.0000536

Reference50 articles.

1. Allersma H. G. B. A. A. R. B. Kirstein and T. S. Brinkgreve. 1999. “Centrifuge and numerical modelling of horizontally loaded suction piles.” In Vol. 1 of Proc. 9th Int. Offshore and Polar Engineering Conf. 711–717. Mountain View CA: International Society of Offshore and Polar Engineers.

2. Allersma H. G. B. F. J. A. Plenevaux and J. F. Wintgens. 1997. “Simulation of suction pile installation in sand in a geocentrifuge.” In Proc. 7th Int. Offshore and Polar Engineering Conf. 761–766. Mountain View CA: International Society of Offshore and Polar Engineers.

3. Elastic stability of pile-supported wharves and piers;Andres F.;Eng. Struct.,2015

4. Arulmoli K. G. R. Martin M. G. Gasparro S. Shahrestani and G. Buzzoni. 2004. “Design of pile foundations for liquefaction-induced lateral spread displacements.” In Proc. GeoTrans 2004 1673–1681. Reston VA: ASCE.

5. Observational Procedure of Settlement Prediction

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