Analysis of sloping elastic pile under arbitrary loads by line-loaded integral equation method

DOI10.1007/BF02458562zbMath0945.74645OpenAlexW2023117319MaRDI QIDQ1975407

Tian-quan Yun

Publication date: 10 October 2000

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02458562

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Cites Work

• Torsion of a rigid circular shaft of varying diameter embedded in an elastic half space
• Properties of a half space including a twisted shaft of revolution
• Pile analysis by simple integral equation methods
• An application of topological analysis to studying the three-dimensional flow in cascades. I: Topological rules for skin-friction lines and section streamlines
• Uniqueness of solution of field point of singular source outside-region-distribution method
• Analysis of in-plane-hinge-jointed rigid sloping piles

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