Internal Force Analysis, Deformation Behavior, and Failure Modes of Double-Row Pile Foundations for Bridges on Sloping Ground.

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Bibliographic Details
Title: Internal Force Analysis, Deformation Behavior, and Failure Modes of Double-Row Pile Foundations for Bridges on Sloping Ground.
Authors: Zhang, Hongying1,2,3, Liu, Haisheng1,2, Yuan, Huazhi1,2,3, yuanhz@lut.edu.cn, Wang, Zhengzhen1,2,3, Chen, Mingjie1,2
Source: Buildings (2075-5309); Jun2026, Vol. 16 Issue 12, p2466, 22p
Database: Applied Science & Technology Source
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ISSN:20755309
DOI:10.3390/buildings16122466