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10 July 2020 Experimental Study on Influence of Disc Number on Soil Failure State of Concrete Expanded-Plate Pile under Horizontal Force in Oceanographic Engineering
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Abstract

Qian, Y.; He, M., and Wang, R., 2020. Experimental study on influence of disc number on soil failure state of concrete expanded-plate pile under horizontal force in oceanographic engineering. In: Gong, D.; Zhang, M., and Liu, R. (eds.), Advances in Coastal Research: Engineering, Industry, Economy, and Sustainable Development. Journal of Coastal Research, Special Issue No. 106, pp. 660–663. Coconut Creek (Florida), ISSN 0749-0208.

As a new type of variable section pile, concrete expansion piles have the advantages of high bearing capacity, strong overturning resistance, and flexible design position. However, the effects of disc parameters on failure state and bearing capacity need further study. In this study, taking disc number as the main parameter, an innovative semisection pile model test method of undisturbed soil is proposed to study the influence of disc number on horizontal bearing capacity and soil failure state of concrete expanded piles under horizontal force. The research results of this study have further improved the test method, test device, and theoretical research conclusion of the undisturbed soil half-section model, which promotes popularization and application of concrete expansion piles.

©Coastal Education and Research Foundation, Inc. 2020
Yongmei Qian, Manman He, and Ruozhu Wang "Experimental Study on Influence of Disc Number on Soil Failure State of Concrete Expanded-Plate Pile under Horizontal Force in Oceanographic Engineering," Journal of Coastal Research 106(sp1), 660-663, (10 July 2020). https://doi.org/10.2112/SI106-149.1
Received: 30 December 2019; Accepted: 5 February 2020; Published: 10 July 2020
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